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42924-Z
Town of Southold 2/21/2021 P.O.Box 1179 a 53095 Main Rd yfjo Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41822 Date: 2/21/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 605 Soundview Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 94.4-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/31/2018 pursuant to which Building Permit No. 42924 dated 8/6/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including half bath in basement, pergola covered upper and lower decks, second floor balcony and sunroom as applied for per ZBA#7230 dated 1/17/2019 and ZBA#7313 dated 9/26/2019. The certificate is issued to McLeod,Kevin&Cheung,Chun of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42924 2/28/2020 PLUMBERS CERTIFICATION DATED 1/26/2021 M P ' is f4t Plumb' Heat. 0 v I uth Signature �gUfFO(,�c� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42924 Date: 8/6/2018 Permission is hereby granted to: McLeod, Kevin 120 E 90th St Apt 6C New York, NY 10128 To: make interior alterations to an existing dwelling as applied for. At premises located at: 605 Soundview Ave, Mattituck SCTM #473889 Sec/Block/Lot# 94.-1-4 Pursuant to application dated 7/31/2018 and approved by the Building Inspector. To expire on 2/5/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTE $977.60 C TERATION WELLIN $50.00 ,To 1: $1,027.60 Building i I I Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT I TOWN HALL f 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: _l. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.if a Certificate of occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50-00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: 1, \ Old or Pre-existing Building: (chec one) Location of Property: � Hamlet House No. Meet Owner or Owners of Property: 1QE:U11-') Suffolk County Tax Map No 1000,Section / Block Lot U Subdivision Filed Map. Lot: Permit No. q, Date of Permit. Applicant: HUnderwriters Approval: Health Dept.Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: c ck one Fee Submitted:$ ppli t ignature ON Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 sean.deviin�cD-town.southold.ny.us c®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kevin McLeod Address: 605 Soundview Ave city.Mattituck st: NY zip: 11952 Building Permit#: 42924 Section: 94 Block 1 Lot 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- G&S Electric License No- 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 126 Ceiling Fixtures 25 Bath Exhaust Fan 5 Service 3 ph Hot Water Gasx2 GFCI Recpt $ Wall Fixtures 22 Smoke Detectors 7 Main Panel 200 A/C Condenser 2 Single Recpt Recessed Fixtures 91 CO2 Detectors 4 Sub Panel 100 A/C Blower 2 Range Recpt Ceding Fan 13 Combo Smoke/CO Transformer UC Lights $' Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2 Switches $$ 4'LED Exit Fixtures Pump 2 Other Equipment- Hood, DW, Cooktop, Steam/ Convection Oven, Fridge-2, W/D, Roburn-5, Heat- Recovery Ventilator- 2, Ejector Pump Notes. Inspector Signature: /� Date: February 28, 2020 S. Devlin-Cert Electrical Compliance Form As SOUT�OI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: } ZU/2-[ Building Permit No. L17-9 2 H Owner: is L of (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before me this Z� day of #1,a c 20 Z SUSAN A.RIZZO Notary Public,State of New York Suffolk 59 Notary Public, ����� County No.01 C Qualified in SSuffolCounty Commission Expires March 17,200 NOXI • OF 50UTyo� # TOWN OF SOUTHOLD BUILDING DEPT. Couto, 765-1602 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ • ] CAULKING REMARKS: O DATE �Z INSPECTOR a, OF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [V INSULATION [ ] FRAMING /STRAPPING [ ] FI AL [ ] FIREPLACE & CHIMNEY [ ] IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ftLECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: s7 10 ;foo r �wjytgk---- u ` ti '014M ipvyijlLm ip- GOAC�kl - DATE ,3 INSPECTOR 1 1l nA aUF SU�j * TOWN OF SOUTHOLD BUILDING DEPT. `y10 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ],"UGH PLBG. [ ] F NDATION 2ND [ INSULATION [' FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK lam • DATE1 INSPECTOR OF SOUlyolo H�� y ��510 V^!D V rj�WAV9, V9, # # TOWN`OF SOUTHOLD BUILDING DEPT. ycou765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND " [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] - FIR ESAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL)MklAJ [ ]" CODE VIOLATION [ ] PRE C/O REMARKS: T a"JV WY [ - DATE INSPECTOR W I �o��OE 50pT�°lo 111 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU H PLBG. - [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ' ] `FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS_: OW CDrC_ 9,11f DATE '� INSPECTOR COMMENTS i FOUNDATION (IST) ROUGH FRAMING PLUMBING INSULATION PER N.Y-. mid 'w'TS �1 8TATE ENERGY CODE WMIAti �E ADDITIONAL ihk. OHM , r<; �v TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form r Storm-Water Assessment Form CContact: Approved 120 Mail to: I"��I/��/ �"__2i I pe__ Disapproved a/c - Phone: ' -7 7 /�� Expiration '9—) '� ,20 10 D Bgffa uidg nspectoa m JUL 3 1 2018 APPLICATION FOR BUILDING PERMIT BUILDING DWr- Date 0-11.3111 , 20 � �, rTPEOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. - b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. , c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the,Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, a nt, architect, gineer, general contractor, electrician, plumber or builder Name of owner of premisesvi /�f AC; a� V , , As on the to roll or latest deed) If applicant is a corporation; signature of duly authorized officer (Name and title of corporate'office'i)'. Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatio of land on which proposed work will be done: _ House Number Street Hamlet County Tax Map No. 1000 Section Block 0 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use d )cc an o r�pse d construction: a. Existing use and occupancy � b. Intended use and occupancy 3. Nature of work (check which applicable):New Building ' Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars a 6. If business, commercial or mixed occupancy upancyspecify nature and extent of each type of use. 7. Dimensions o x in s ructurlsif anny FJ.�r��ont Rear Depth Y p Height - • - Number of Stories Dimensions of same structure with alterations or additions: Front .a -i —Rear z 1 Depth Height Number of 'trorigs. Q. 8. Dimensions of entire new construction: Front Rear Depth. "J i 3 Height �V��r of oriesj 07 .' 9. Size of lot: Front Re Depth - m , 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 44 12. Does proposed construction violate any zoning law, ordinance or regulation? YES N04 13. Will lot be re-graded? YES NOZWill excess fill be removed from premises? YES NO 14. Names of Owner of premes J Address Phone No. � �f 7 Name of Architect W' , Address Phone No _d,,: I, 7V 1' Name of Contractor Address Phone No. d (� 3 !J-5-2-7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X, NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF��- la' I'AeLl C /4L-// bedrrly sworn, deposes ands th is the applicant (Name of individual signing contra t)above named, CI�NNY Notary Public,State of Nen►York No.01BU8185050 (S)He is the Qualified in Suffolk County (Contractor,Agent, C7 porate O icer, etc.) Commission , — of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 J( Notary Public Signature WApplicant t r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:•(631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. f Trustees C.O.Application ' Flood Permit Examined ,20 j i', ,. Single&Separate OCT 2 3 2019 1-.r J Truss Identification Form Storm-Water Assessment Form _iContact: Approved _,20 t ?'u 1` " 'RC' - Mail to: Disapproved a/c �0• D Y. 9// Phone: / Expiration ,2 DBuilding Inspector VAR PPLICATION FOR BUILDING PERMIT _Q (1 �w V;,, Date ;� Z . , 2V9 1, INSTRUCTIONS OLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal dr demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A6:4iy7_ Name of owner of premises 4Z JV S" H CD C AIV& V V--1,f USI& (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 6 0S YOU"V45 W AM House Number Street Hamlet County Tax Map No. 1000 Section 94• - Block- k •`` i/tom` -'t Lot ! 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 6JJ�:- e�&—&y V2 CA' ?6�wxald5 b. Intended use and occupancy ZFZD �6-A17r D�//ff�FA,�1�Z-, 17 CNE MMW 3. Nature of work(check which applicable): New Building Addition k _Alteration Repair Removal Demolition Other Work RO LT 6 �f" Y,EACGA al�E/2 Epay7Y416,OECk RE ZAcEHE.t?J D'eC/G 4xT 5 ,0641 4N CE. (Descri tion) 4. Estimated Cost 26'x 3 �POoE ov4'h�.rl�vV c�Y G,¢,eiq Cam fR�pS T/z LC/S To be paid on filing this application) 5. If dwelling, number of dwelling units p/(1 / Number•of`dwelln units on each floor H,,! 2) If garage, number of cars 7W Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A41A 7. Dimensions of existing structures, if any: Front Rear 7Q. 5— —Depth Height Number of Stories l2) , , , Dimensions of same structure with alterations or additions: Front -'kearG Depth Height Number of Stories 8. Dimensions of entire new construction: Front 70, ,' Rear 7U. Depth 2 ' Height Number of Stories 7?W0 ZJ B 9. Size of lot: Front //Z D Rear /O,Q 7 2 Depth X93, 97��U�!'"',3�'3 50 45-) 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO `tEy/ni Mc fit=®!> ozo25 S�®yV J7:AI�1' C 14. Naives of Owner of premises c/,/UN V C/LEUAil9 Address /II,Y. At. Phone No. Name of Architect Tte ggle- ,S~CHLUre9' Address Ro.Box 91Z C!/JZ'*VA?t� No 631 794 4193- Name of Contractor & &S/L LS"0�1/ 8U/l��' Address ld7D /'I�SZIA/ X,� Phone No. �3/ 7' - T4A1,'poer/vy 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAYBE REQUIRED. Al o,(, 9-C1A;7S1P1C r10A,1 4—c7Z12 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOS * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF rV DL,L /tel/Cl�i�1L�L A. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ASA- AZT-(Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 ACEY L. D ER 67 Notary Public NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30.2h,29, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL , Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. - Trustees C.O.Application Flood Permit Examined 520 Single&Separate Truss Identification Form Storm-Water Assessment Form tact: Approved ,20 Mail tory_(,V4,& .4,kAVgc&_ -O.Ax 1047 Disapproved rauZZL0_4 7r 44Y //971 Phone: 016 6,$F-6807 Expiration ,20 , Building Ins for A"^ _ 6 2018 APPLICATION FOR BUILDING PERMIT Date ��¢ , 20_/R t ')tIb1G DEPT. INSTRUCTIONS , ;,~`:qJjHOLI) a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, anew permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordin4nces, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. No (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, rtect, engineer, general contractor, electrician, plumber or builder ,4d � Name of owner of premises KEVIAV .t' /tt t1V d (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Taj) Plumbers License No. pleb Electricians License No. Ttj T Other Trade's License No. 1. Location of land on which proposed work will be done: 6®-6- J'0 U" V14W House Number Street ''. jA ; Ilamret County Tax Map No. 1000 Section ?Q 1,� :Block. ,, Lot Q Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 9.Iri''11�.�iV 4_ 0,065 _A#,&&4.X b. Intended use and occupancy �BEW,15&71 4. 0/1lLz 3. Nature of work (check which applicable): New Building Addition yf Alteration X Repair Removal Demolition Other WorkA--�5lU pc yQU� (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 0346 / Number of dwelling units on each floory.i! If garage, number of cars i411q 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ql�,t} 7. Dimensions of existing structures, if any: Front Rear n Depth Height Number of Stories Y Dimensions of same structure with alterations'or additions: Front_- Rear Depth Height i__ _ Number of 8. Dimensions of entire new construction:-Front"" � Rear ;_. Depth Height _ Number of Stories � 9. Size of lot: Front /Z6 ! Rear 100, 9Z Depth -?e pfi + 10. Date of Purchase Name of Former Owner CL ` 'T 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES k NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Ib HIC OZe— A. KIRA C'/C being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (Sigis the 0#6,6V7— (Contractor, #6,6V%(Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1 day of AUW_137— 20 901ANE DISAWO kkr�-- {VOTARY PUBLIC-STATE OF NEW YORK w/ No. O1 D1475593 Notary Public Qualified In Suffolk County Signature of Applicant My Commission Expires April 30, 20 2� BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK M PERMIT NO.9434 ATE: APRIL 17,2019 ISSUED TO: IiKVIN S.McLEOD,& CHUN Y.,C.-HEUN-G., PROPERTY ADDRESS: 605 SoUNDVIEW AVENUE,MATTITUCK M1 SCTM# 1000-94-1-4 AUTHORIZATION Pursuant to the provisions of Chapter 275 of tlie, Town,Code,-of the Town-of Southold and in accordance with the Resolution of the Board of Trdstees adopted at the meeting held,on April-17,2019, and in consideration of application fee in the sum of$250.00 paid by Kevin S, McLeod,& Chun Y.,Cheung and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and-permits-the followiw- Wetland Permit to remove existingu rp.om;and.shed;constKtt�Fk-aAO.4lx24.8'.(Z�8�q.ft.)new ' 1A sunroom with full foundation and access staircase;extend existing 175.5sq.fL deck an new 11.3'-x18.5'and 4.3'x10.6' (254.58 total sq.ft.) additional-10.61x13.0'(137.8s+%�,construct, t. lower deck; replace lattice overhang over garage with new 31x26' (78sq.f,),a#ac e4,roQf overhang;construct 2nd level 41x171,(68sq.1t.)balcony on seaward side of building;install a proposed 20'xW (400s+ft.)newwqp-grgdp sfQne�pgtio additiq].1kadj4cent-to existing 40kq.fL on- h Asqqgiqtq ed grade patio;and as depicted on the site plan preparedr�by,_Mark Schwartz& dated March 26,2019,and stamped approved on April 17,2019. IN WITNESS WHEREOF,the said'Board,of Trustees hereby causes its Corporate Seal to be affixed, 'L2019 n ifies 4,Boardasofihel'rd4yof,�pq and these presents; majority of,, �f , , "" —- , to b e-'subscribed by h.m 41 W ca CIO Glenn Goldsmith,President *Qf,SO Town Hall Annex Michael J.Domino,Vice-President ,`O� y�lO 54375 Route 25 P.O.Box 1179 John M.Bredemeyer IIIc[ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams 'Ol� F 31) 765-6641 gl��UVR DD ,' BOARD OF TOWN TRUSTEES AUG 2 8 '2020 TOWN OF SOUTHOLD 9U1tDING DgPT: CERTIFICATE OF COMPLIANCE TO",-T�, �. `'`"TTmoLD 1744C Date: August 19,-2020 THLS CFRTTFiFS that the removal of existing sunroom and stied•construct a 10.4'x24.8' (258sg.ft.)new sunroom with full foundation and access staircase,•extend'existing-175.5sq.ft.deck an additional 10.6'x13.0' (137 8sq ft)•construct new 11 3'x18 5'and 4 3'x10 6'(254.58 total sq ft)lower deck-,replace lattice overhang over garage with new 3'x26'(78sq ft)attached roof overhang;construct 2nd level 4'x17'(68sg.ft.)balcony on seaward side of building;install a proposed 20'x20' (400sg ft)new on-grade stone patio addition-adjacent to existing 410sq ft on-grad:patio,•construct 238 2sq ft pergola to cover existing deck;construct 3'4"xl5' counter with storage below on west side of existing deck;construct 69 9sq ft pergola to cover existing entrance landing and construct 140 6sg ft pergola extending over deck addition,•as-built 100'of 6' high stockade fencing which commences at the top of the bluff and continues landward; At 605 Soundyiew Avenue,Maftituck Suffolk County Tax Map#1000-94-1-4 Conforms to the application for a Trustees Permit heretofore filed in this i office Dated January 28,2019 pursuant to which Trustees Wetland Permit#9434 Dated April 17:2019,was issued and Amended on November 13,2019 and Amended again on August 19,2020 and conforms to all of the requirements and conditions of the applicable provisions of law. The project - for which this certificate is being issued is for the removal of existing sunroom and shed;construct a 10.4'x24.8' (258sq_ft)new sunroom with full foundation and access staircase;extend existing 175.5sg.ft.deck an additional 10 6'x13 0'(137 8sq ft)•construct new 11 3'x18 5' and 4 3'x10 6'(254.58 total sg.ft.)lower deck; replace lattice overhang over garage with new 3'x26' (78sq ft)attached roof overhang;construct 2nd level 4'x17' (68sq ft)balcony on seaward side of building;install A V oposed 20'x20'(400sg ft)new on-grade stone patio addition'adjacent to existing 410sq ft.on grade patio,•construct 238 2sq ft pergola to cover existing deck;construct 3'4"x15' counter with storage below on west side of existing deck.•construct 69 9sq ft pergola to cover existing entrance landing and construct 140 6sq ft pergola extending over deck addition as-built 100'of 6'high stockade fencing which commences at the top of the bluff and continues landward. _ The certificate is issued to Kevin S.McLeod&Chun Y.Cheung owners of the aforesaid property. Authorized Signature NEW YORK STATE.DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT August 13, 2018 Kevin McLeod & Chun Cheung 120 E 90th St-Apt 6C New York, NY-10128 - --Re: ' Kpp-iication#1--4738--02'Ob9/000037 - --- - - McLeod/Cheung Property,605 Soundview Ave, Mattituck, NY SCTM ## 1000-94-1-4 Dear Applicant: Based on the information you have submitted ' the Department of Environmental Conservation (DEC) has determined that the proposed project consisting of the construction and/or renovation of accessory structures associated with the existing single family dwelling is located landward of the topographic crest of the bluff, as shown on the survey prepared by John T. Metzger L.S. dated 6/19/2018, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result-from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please noatf (this leer does not relieve you of the responsibility of obtaining any ne essary pe Its or approvals from they agencies or local municipalities. Si cere , i I Jo an De mini for cc: BMHP, Michael A. Kimack, file NEW YORK Department of OFPTORTUNITT Environmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 13, 2018 TO: Michael Kimack (McLeod) PO Box 1047 Southold,NY 11971 Please take notice that your application dated August 4, 2018 For a permit to make additions and alterations to an existing single family dwelling at Location of property 605 Sound View Avenue,Mattituck,NY County Tax Map No. 1000 - Section 94 Block 1 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 A. (1), which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff. The construction notes a setback of 51.8 feet from the top of bluff, at its closest point. s Notice o . a ro was a ended LbllowinZ the submission of a new surve / lot plan. Au ed Si natu e t:Any chan or deviat' the above referenced application may require further review by the Southold Town Building epartment. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 29, 2019 TO: Michael Kimack (McLeod) PO Box 1047 Southold, NY 11971 Please take notice that your application dated August 4, 2018 For a permit to make a pergola addition to an existing single family dwelling at Location of property 605 Sound View Avenue, Mattituck,NY County Tax Map No. 1000 - Section 94 Block 1 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 A. (1), which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff. The cons ction tes of 84 feet from the top of bluff, at its closest point. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��0� SO Southold 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �lij'C�U Southold,NY 11971 -, http://southoldtownny.gov RECEIVED NING BOARD OF APPEALS 1 - - -- --;-- -- --- -- ---- - - --TOL I- LOF SOUTHOLD ---- -- - - - --JAN 2`5 2019 L JAN 2 5 2019 ,-- Tel.(631)765-1809•Fax(631)765-9064 � So hold Town Clerk ' y; 1"D�iKI 7'D-�t TOWN OFNGS INGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 17,2019 ZBA FILE#7230 NAME OF APPLICANT: Kevin S.McLeod and Chun Y Cheung PROPERTY LOCATION: 605 Sound View Avenue,Mattituck,NY SCTM No. 1000-94-1-4 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 21, 2018 stating that this application is considered.a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 18, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. Furthermore, the LWRP' coordinator recommends the landowner replace the existing sanitary system with a I/A OWTS sanitary system. and that a vegetated non-turf buffer be installed along the bluff with planted vegetation native to the area. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for an evaluation and recommendation to the Suffolk County SWCD. According to the information provided in a letter from the agency dated December 21, 2018, following an inspection conducted on October 26, 2018 with a follow- up visit on November 29, 2018, the agency described the yard as well vegetated in turf grasses and generally flat. Natural slope of the yard does not pose issues for construction in current vegetated state. It was suggested that permeable or semi- permeable pavers for patio be used. Signs of minor erosion were cited on the east side of the bluff top, and the agency suggested that a sprinkler which may have caused the erosion, should be removed. The agency commented that the design shows adequate drainage structures for pool,spa and shower. Furthermore, it is H i Page 2,January 17,2019 #7230,McLeod SCTM No. 1000-94-1-4 recommended that no heavy machinery be driven and stored within 25 feet of the bluff top as extreme weight and vibrations of such equipment may cause instability. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 40,769 square foot waterfront parcel located in an R-40 Zoning District. The parcel has 25,800 square feet of buildable lot coverage. The parcel has 100.72 of bluff frontage along the Long Island Sound. The parcel runs 110 feet along Sound View Ave, 393.97 feet on the West side and 383.50 feet on the East side. The parcel is improved with an existing two story frame house and garage under, a pool, a shed, and a garage under construction. All is shown on a survey prepared by John Metzger,LLS, dated June 19,2018. BASIS OF APPLICATION: Request for a Variance from Article XXII, Section 280-116A(1) and the Building Inspector's August 13,2018,Notice of Disapproval based on an application for a building permit to make additions and alterations to an existing single family dwelling; at; 1) located less than the code required 100 feet from the top of the bluff; at: 605 Sound View Avenue, (Adj. to Long Island Sound),Mattituck,NY. SCTM#1000-94-1-4. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to the first and second floor of an existing single family dwelling with a non-conforming bluff setback of 51.8 feet where code requires a 100 foot bluff setback. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 3, 2018at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family waterfront homes. The proposed additions and alterations are on the North side of the property and away from the public road. There is an accessory garage in the front yard of the property which blocks the view of the proposed additions and alterations from the street. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing dwelling was built in 1963 prior to the current zoning regulations. The existing residence has a non-conforming bluff setback and any addition to the existing residence on the seaward side would require the benefit of an area variance. 3. Town Law $267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 49%relief from the code. However, the existing residence is 55.8 feet from the bluff and the additional variance relief is requested to accommodate a small second floor balcony. The applicant stated that the proposed balcony will be cantilevered into the framing of the house; and therefore, will not need any additional excavation or concrete footings disturbing the bluff. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. However, the LWRP coordinator recommends that the existing sanitary system be upgraded to an UA OWTS sanitary system, and that a vegetated non-turf buffer be installed along the bluff with planted vegetation native to the area. In addition,the applicant must comply with Chapter 236 of the Town's Storm Water Management Code. w Page 3,January 17,2019 #7230,McLeod SCTM No. 1000-94-1-4 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and to enable the applicant to enjoy the benefit of a second floor terrace and sunroom addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the Site Plan, dated August 16, 2018, Elevation Plans, dated August 14, 2018 (pages 1 & 2) and July 18, 2018, and Architectural Floor Plan Plans, dated July 18, 2018, all prepared by Mark Schwartz, Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall replace the existing sanitary system with an UA OWTS sanitary system as approved by the Suffolk County Department of Health. 2. The applicant shall install and maintain a 10 foot wide non-turf buffer along the top of the bluff and remove or re-direct any in-ground sprinkler heads that are directed toward the bluff. 3. This approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under.this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three Page 4,January 17,2019 #7230,McLeod SCTM No. 1000-94-1-4 (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Dantes,Planamento and Lehnert. This Resolution was duly adopted(4-0). (Member Acampora was absent) � r Leslie Kanes eisman, Chairperson, Approved for filing / /,;a /2019 i ' s = 'BOARD MEMBERS ��0f $OU�yO Southold Town Hall Leslie Kanes Weisman,Chairperson �� 1p 53095 Main Road s P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes aOQ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento y�ou ,� Southold,NY 11971 - http://southoldtownny.gov RECEIVED U !�? � 3 f r, `"� ' - ` � ZONING BOARD OF APPEALS ' 10 TOWN OF SOUTHOLD OCT — 1 2019 ` OCT ® 2 2019 Tel.(631)765-1809•Fax(631)765-9064 �® _ Sou old Town Clerk LTJ Y I�j' ti yr �Jia� il_o yFINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 26, 2019 ZBA FILE# 7313 NAME OF APPLICANT: Kevin S. McLeod and Chun Y Cheung PROPERTY LOCATION: 605 Sound View Avenue,Mattituck,NY SCTM No. 1000-94-1-4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 15, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town. of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 27, 2019. Determining that the proposed pergola is Exempt from Coastal Consistency Review and the as built fence is INCONSISTENT with the LWRP Policy. However, with the conditions imposed herein, the Board finds the action CONSISTENT with the LWRP. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for an evaluation and recommendation to the Suffolk County SWCD. According to the information provided in a letter from the agency dated August 19, 2019, following an inspection conducted on August 19, 2019, the agency described the yard as well vegetated in turf grasses and generally flat. The face of the bluff is currently stable and several areas of concern were listed including erosion derived from irrigation sprinklers at the top of the bluff. To insure stabilization of the bluff, runoff control measures are recommended to capture and covey all stormwater runoff away from the bluff and discharged/infiltration into the soils to the south of the bluff. Further it is critical that all runoff from the construction phase as well as post construction be diverted away from the bluff and any unstabilized soils. At this time, the fence in question does not pose a major impact, however, as the site changes, the fence may need to be reevaluated. Furthermore, it is recommended that no heavy machinery be driven and stored within-25 feet of the bluff top as extreme weight and vibrations of such equipment may cause instability. PROPERTY FACTS/DESCRIPTION- The subject property is a conforming 40,769 square foot waterfront parcel located in an R-40 Zoning District. The parcel has 25,800 square feet of buildable lot coverage. The parcel has 1 Page 2, September 26,2019 47230; Mcl_eod SCTM No 1000-94-1-4 100.72 of bluff frontage along the Long Island Sound. The parcel runs 110 feet along Sound View Ave, 393.97 feet on the West side and 383.50 feet on the East side. The parcel is improved with an existing two-story frame house and garage under, a pool, a shed, and a garage under construction. All is shown on a survey prepared by John Metzger,LLS, dated June 19, 2018 and last revised November 19, 2018. BASIS OF APPLICATION: Request for Variances from Article XXII, Sections 280-105 and 280-116A(1); and Building Inspector's March 29, 2019 Notice of Disapproval based on an application to construct a pergola addition to an existing single family dwelling and to legalize an "as built" six foot fence at, 1) the pergola is located less than the code required 100 feet from the top of the bluff; 2) the fence is more than the code permitted maximum four (4) feet in height when located in the front yard; located, at 605 Sound View Avenue (Adj. to the Long Island Sound), Mattituck,NY. SCTM No. 1000-94-1-4. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to build a pergola 84 feet from the top of the bluff where 100 feet is required and to legalize an as built 6 ft. high-fence in the front yard where code permits a maximum of 4 feet in height for a fence in a front yard location. ADDITIONAL INFORMATION: The subject property previously received variance relief for additions and alterations t the first and second floor of the existing single-family dwelling with a non-conforming bluff setback of 51.8 feet in ZBA#7230 dated January 17, 2019 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 12, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family waterfront homes. The proposed pergola is landward of the existing home. There is an accessory garage in the front yard of the property,which blocks the view of the proposed additions and alterations from the street. The as-built six-foot high fence is covered by vegetation and not visible from the street. In order to remove the fence, the applicant would have to remove some of the vegetative screening which blocks the view of the applicant's pool area. It is in character with the neighborhood for the applicant to maintain the existing vegetative screening and leave the existing fence in place. The applicant may install a code conforming four-foot-high fence once the fence needs to be replaced. 2. Town Lav $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing dwelling was built in 1963 prior to the current zoning regulations. The existing residence has a non-conforming bluff setback and any addition to the existing residence on the seaward side and part of the landward side would require the benefit of an area variance. The benefit sought by the applicant for the non-conforming six-foot high fence in the front yard cannot be achieved without variance relief, although a conforming four-foot-high fence could be installed as a replacement without a variance. However, the removal of the existing fence and/or its replacement with a new conforming fence would require the removal of the applicant's mature vegetative screening which would adversely affect the privacy the dwelling currently enjoys. 3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 16% relief from the code for the bluff setback for the pergola and 50% relief from the code for the fence height. However, the existing residence is 55.8 feet from the bluff and the additional variance relief is requested to r Page 3, September 26,2019 #7230Mc , Leod SCTM No. 1000-94-1-4 accommodate a pergola that is landward of the residence. The existing as-built six-foot-high fence is buried in mature vegetation and cannot be easily seen from the street or on the subject property. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The as built fence and the proposed pergola will cause no storm water management or land disturbance problems. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and to enable the applicant to enjoy the benefit of a second-floor terrace and sunroom addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Acampora, and duly carried, to GRANT the variance as applied for, and shown on the Site Plan, dated April 10, 2019 labeled S-1, and the architectural drawings dated January 29, and 30,2019 labeled Al-A4 all prepared by Mark Schwartz,Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1. All conditions imposed in ZBA#7230 dated January 17, 2019 remain in full force and effect. 2. If the existing as-built six-foot high fence needs to be replaced in the future, the applicant shall either replace it with a code conforming fence in the front yard area, or re-apply for variance relief. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/,or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity Pursuant to Chapter 280-146(B) of the Code of the Town of-Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three Page 4, September 26,2019 4723G,McLeod SCTM No. 1000-94-1-4 (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Acampora,Planamento and Lehnert. (5-0) i c 4esliees Weisman, Chairperson Approved for filing /��/2019 BOARD MEMBERS �F so Sou old Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes G Q Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento COUNTY Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 February 15, 2019 ' Michael Kimack P.O.Box 1047 Southold,NY 11971 'j) Re: De Minimus Request-Denied,File#7230 Kevin McLeod/Chun Y. Cheung, 605 Sound View Avenue,Mattituck SCTM No. 1000-94-1-4 Dear Mr. Kimack; I am in receipt of your correspondence dated February'8, 2017 requesting a de minimus approval for constructing two pergolas over decks; one of which exists, and the other deck was granted variance relief pursuant to ZBA decision No. 7230 dated January 17,2019. In addition,you describe a trellis overhang over the garage door to be replaced with a roof overhang of the same dimensions. I have reviewed your letter and the Zoning Board of Appeals determinations No. 7087, as well as the architectural plans prepared by Mark Schwartz, dated January 30, 2019. The additions described and depicted on your plans are located seaward, or within the 100 ft.setback from Top of the Bluff. Based upon the information provided, I have determined that the requested construction of two pergolas over, decks and roof overhang to be located less than the minimum 100 feet setback from the top of the bluff is not de minimus in nature because not only does your request potentially increase the degree of nonconformity on the subject lot, but the prior ZBA public hearing and decision made no mention of any proposed pergola or roof overhang construction. Therefore,your client will be required to return to the Building Department and accurately detail the distance of the proposed construction from the top of the bluff in order to obtain a new Notice of Disapproval, and then apply to the ZBA with a current survey or site plan prepared by a design professional for additional variance relief. Please contact our office for any additional questions or concerns. 4 X , Leslie Ka es Weisman Chairperson/Department Head CC: Michael Verity,Building Department e � � a ' Michael A. Kimack Attorney at Law D � P.O. Box 1047 2��g Southold,New York, 11971 Tel. 516-658-6807 _---- E-mail: mkimack2@verizon.net February 8, 2019 To; Town of Southold , Zoning Board of Appeals Subject: ZBA File 7230, Applicant : Kevin S. McLeod and Chun Y. Cheung Request for a De Minimus letter We respectfully request a de minimus letter to the approved ZBA application for the addition of a pergola to be constructed over the existing deck and entranceway, which was not part of the variance granted, and over the proposed deck extension, to which a variance was granted. In addition, the trellis overhang over the garage doors would be replaced with a roof overhang of the same dimensions. See Architectural drawings labeled"Proposed Pergolas"which depict both the pergolas and the roof over garage doors. There are no additional proposed changes to the relief granted under Article XXII, Section 280- 116 (A) (1) Let me know if you require further information in this matter. Sincerely, z Michael A. Kimack, Agent L T L � Scott A. Russell -°suFFQ/r Sr]['01LIAWA\ICIER, SUPERVISOR MANAGEMENT z SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT-WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) ` DOES TMS PROJECT I10TvoI, IrCI;L-�3�Il�l (CHECK ALL THAT APPLY) _ Yes No E] A. Clearing, grubbing, grading or stripping of land which affects more t than 5,000 square feet of ground surface. El P4 B. Excavation or filling involving more than 200 cubic yards-of material within any parcel or any contiguous area. ❑M C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. t E] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E] E. Site preparation within the .one-hundred year floodplain as depicted on FIRM Map of any watercourse. } ❑o F. Installation of new-or resurfaced impervious surfaces of 1,000 square ( feet or more, unless prior approval of a Stormwater Management , 1 Contro-I Plan was received by the Town and the proposal includes 1 in-kind replacement of impervious surfaces. � If you answered NO to all of the questions above, STOP'. Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with Tour Building Permit Application. -- ----=— - -- —=- -- --—_..--- -- - S.C_T.M. #: 1000 Date_ APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) - District NAME 4,4/C4V"Z Aklow c/C _ � 4 4 2016 w,.d - Section Block Lot FOR BUILDRNG DEPARTME--iNT L'==-SE ONLY" Contact Information (To ph—Numhn) - Reviewed By: Date_ Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit- 610rL J& A V//--W AYE F] Stormwater Management Control Plan Not Required- �L?zgT!'I Tic ► �/}/ //Lz ❑ Stormwater Management Control Plan is Required- (Forward to Engineering Department for Review.) FORM - SMCP-TOS MAY 2014 BUILDING DEPARTMENT- Electrical-Inspector O TOWN OF SOUTHOLD _ Town Hall Annex - 54375 Main Road - PO Box 1179 P . Southold, New York 11971-0959 dlp� Telephone (631) 765-1802 - FAX (631) 765-9502 c roger rich ert(_town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED-BY:- - -- -- ---------- ---.__.. --- --------- -- - ----- - - -- ---- - -- Date: - Company Name: r S ��-�C-/�/�d 42— Name: 2r v`rQ �rZ_1 License No.: �� ' �� email: 00 DG. , �r1 Address: o x 02�J Phone No.: JOB SITE INFORMATION: ' (All Information Required) Name: L. Address: U S'© t,tj (K�$ V1 CrcJ U� /11 YO t77 TUC/ Cross Street: Phone No.: Bldg.Permit#: �,2 q email: Fax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) .,/ylf4 M/ oXr Circle All That Apply: Is job ready for inspection?: ES NO Rough In Final Do you need a Temp Certifidate?: ES / NO Issued On Temp Information: (All information required). Service Size .1 Ph 3 Ph Size: 4 D 0 A # Meters LOld Meter# =ServiiceFireReconnect-' Flood Reconnect Service Reconnected Underground -Overhead # Underground Laterals 1 Q2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs Town Hall Annex '-�� Telephone(631-1802 54375 Main Road _ '. Fax(631)734-9502 P.O.Box 1179 z Southold, NY 11971-0959 w BUILDING UtpAkTMENT NOTICE OF UTILIZATION•OF_TRUSS.Tf YRE i A TRU�`i'(5�N, PRE-ENGINEERED WOW CONSTRUCTION�N�7�3k-T91�d13ER CONSTRUCTION Date: 62-7 1.31 -' iz Owner.. V, -, s Location of Property: e� � ��(.������q : �� ���„ z. . 4 Please tape notice that the(ched I ne): r New resideptial tucture Addition to existinq`residential structure Rehabilitation td an�esting_residen#+al stiure s-� to be constructed or performed at tfie b #0j{ j)i't r~t`y:'ef, �i�Ce above will utilize (check applicable line): Truss type consta�iiia-( :.�� 4;� :'-�:.. - . - Pre--en ineerdd = _ = i lens Timber construction (TC) in the following locations)(check applicable line): Floor framing, indudir g sgft4eria•,agRooffr�rbiqd ti( ) - - Floor and roof-• " g:(F Ry Signature: ` Name erso::,sobmittir3. 11 Capacity(check applicable line): Owner Owner representative TrussResRegl5.docx Effective 1/112015 APPLICANT: S.C.T.M.#: 1000 CHAPTER �y (Property Owner,Design Professional,Agent,Contractor,Other) 1� — Q'u�4f CHAPTER 236 jj�� ,yam -� o/ � � Stormwater Management Control Plan CHECK LIST NAME: G by�� v1/(1 5ecuon Blocl Loc S M C P -Plan Requirements- Provide ONE copy or the Building Permit Application_ Plea ePIM �.� 07/3�'� Date�� 3 �` ° ®d * The applicant must provide aCompl to Explanation and/or Reason for not providing all Information that has been Required b the following Checklist Signature eleptmmber 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST if You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: =YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 0� b. Total Site Acreage. 0C� c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(0)(2) 0� d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �® e. Limits of Clearing& Area of Proposed Land Disturbance. 0 jV r< j d f L GI �° /� a"'j f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) rJ g. Location of all existing& proposed structures, roads, ®� 7F C tv � driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& 4 9 proposed structures. 1. Location of proposed Swimming Pool and discharge ring. L111=111 j. Location of proposed Soil Stockpile Area(s). ===I k. Location of proposed Construction Entrance/Staging Area(s). F F I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. ,y 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate O on-site the run-off from all impervious surfaces generated by a two(21 Inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 0 b. Construction Entrance&Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLY**** AdditionalInformationInformation is Required. Reviewed & ❑ Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — 1 Stormwater Management Control Plan is Complete. Date: 1 ® SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 LONG ISLAND SOUND SURVEY OF N 6WO4'20"E 101.28' DESCRIBED PROPERTY mmm+low%m as fm ox 5[mTE MAMTUCK, TOWN OF SOUTHOL SUFFOLK COUNTY, N.Y. N ►+d Of+OOD 01� � 14 SURVEYED FOR: KEVIN S. McLEOD R —; :o— o:wv�`� 0 ► _ - CHUN Y. CHEUNG N " $ � TMI 1000-094-01-004 GUARANTEED TO. KEVIN S. MCLEOD CHUN Y. CHEUNG BANK OF AMERICA LANDAMERrCA COMMONWEALTH TITLE INS CO. i c N a PA •boar H 0. t�oD In 4.7 �^ NOD FRAME v �5 • RESIDENCE Mtn we rcs o ww m O t J t ( ao• ze.r • I � � I7.4' S I jI I l 4` .,a►vu 1 . 1 SURVEYED: 14 DECEMBER 2006 �1�, � a TIEe55697'SOUND t7��j' A V ENU"" SCALE 1'- 40' VV AREA - 37.952 S.F. OR s 0.871 ACRES 0 au�eaNrEes wacrEa►aaa an suac+aa SURVEYED BY STANLEY J. JSMSEN. JR. °ice rusrmw r400`irrrm'� "aa�'t'um P.O. BOX 294 *a r►ra taxers oe rM »u AW rta>'raUsrrareet m�anrurrorc NEW SU OLK. N.Y. 11956 .aaaamuaaaa+n w s+msaa¢us O■Os 631-7 —5835 uwrorxaratm ures�.na►as.ianlmnr m nua nr18i ornr snvg to istswu a ems svownvs K•,r D,� LI NSE 0 S EYOR Z or C04W O W W A VAIN» YS Lit. No. 492 06R 1554 Z REVISIONS: SITE DATA: SCTM # 1000-94-01-04 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,769 SQ.FT. 0.936ACRES PROPERTY WETLANDS: 14969 SQ.FT. BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES ESTIMATED AREA OF 13000 SQ,FT, GROUND DISTURBANCE: HOUSE: 1701.0 SQ.FT. 6.6% EXISTING SUNROOM: 136.5 SQ.FT. TO REMOVE EXISTING DECK: 238.2 SQ.FT. 0.9 EXISTING POOL: 648.0 SQ,FT. 2.5% EXISTING SHED: 64.0 SQ.FT. TO REMOVE PROPOSED SUNROOM: 258.0 SQ.FT. 1.0% 100 CU.YD. 25 CU.YD. PROPOSED DECK ADDITION: 392 SQ,FT, 1.5% 6 CU.YD. 2 CU.YD. PROPOSED PORCH: 23.5 SQ.FT. 0.1% 2 CU.YD, i CU.YD. O PROPOSED BALCONY: 68.0 SQ.FT. 0.3% PROPOSED POOLHOUSE: 628.3 SQ.FT. 2.4% 200 CU.YD. 30 CU.YD. PROPOSED OUTDOOR SHOWER: 64.0 SQ. FT. 0.3% 2 CU.YD. 1 CU.YD. W PROPOSED SPA: 49.5 SQ.FT. 0.2% 10 CU.YD, 5 CU.YD. � a a w DRYWELLS: 8'dia,26vf 35 CU.YD. 10 CU.YD. CIO RETAINING WALLS: 112 If 60 CU.YD. 30 CU.YD. I I �It I1� Ilfi TOTAL: 4070.5 SQ.FT. 15.8% 415 CU.YD. 104 CU.YD. HAY BALE OR SILT FENCING MEETS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19,2018 ~ LIMITS OF CLEARING TO BE NO MORE THAN 20'FROM PROPOSED WORK AS INDICATED ON SITE PLAN 383.50 ; 12 14 16 18 2022 24 26 28 30 32 34 3638 40 42 4446485052 56 5860 64 Id 62 X0.5' 54 62 G, 1 i 66! i 64 --- -- --- --- "� i0 --------------- S 2102 / '2011 C I ------FENCE--------------------------- -------- -------- --�---_-------- ------- ----- ------------ -- Lu In deep ) / \ ...+ 100 FROM TOP OF BLUFF ,"'� : DW ON O , /, y - %6 ( 4'deep 1 60 m 1 ; N d SOIL I ; �a O �' 1 /%//%/ /�i 1 !\DW LOCATION / 0 0 59.3' //%1 / 3 �/ \ / O - w El CK , oPR NGR�DE- l 1 ; % /, PROPOSED N O 1 _ /i /%i''/ / E TENSIONPR /, ' V/1 L N l G .,.....� �- / / . 5.5'X9.0 oNCRET VD DST P A /.L.;/ir/. //% ASHOU rTl 60.1' .5'� _.. . /,.7.0'; „' j//-,/ SPA \ / 7 5� Z//,%,, - 1 �� _ / l � Ww/ /EXISTING 36'X18' !EXISTING PROPO / �;' / /DecK 06 INGROUND POOL „/ /�1 LO /� 1 i ; ROPOSED PATIO/ W 1 ; EXISTING WIN DECK / / /I. / j/ /' -;( 4'deep 1 r-� I ON 1 20'-6^X 20'-0^ 1 S , f4O SE %//;;/ I,: ;j ,/;,,,; ,,. \DW/ 52.5 Q ' PATIO ON GRADE %: / i' %/ 68.0 { /, _ 9.5' ;11.3 - . i� / I _ . --------- 22.2.-/�j//i p i/ _ a /' �111LNDG. REPLACE /low1 EX.FIRE / ii /, / /,: EXISTING 1 PIT !67.4' PROPOSED /. STAIRS i / /./,/ /% i m O 20'-0^X20'-0^ �- 10 4.0'X7.2' REPLACE EXISTING RETAINING WALL(71.1- L 71.1 % % ' i // o H LONG I I PATIOAN GRADE --•--��--- -----------^'n LN - W EXPANSION o N, PROPOSED %; EXISTING ISLAND I 1 L //4.0' I ;. I ; 1 ; 5i.8' PROPOSED /POOLHOUSE{ /% I 12.2'X 8.3' V 1 'S• •""Itl' i EXISTING 8.0'X8.0' %%/, j/ �" ! 1 /,r!!i I SHED TO BE Z ''� SOUND o _ *[. OUTDOOR /' �, "/ 35.7 a PATIO TO BE j� // -i� I REMOVED 1 1 #---•+�- PROPOSED `i I ' ' �U i.( I REMOVED SHOWER ". RETAINING / t I 1 1 ' EXISTING !I•--.° Vdla. pLL r 1 2$TY HOUSE r,--li-:1®/I 4DWp WA/L_ AREA:U.F S FT. 0 . t o of i ;51.8' .Q .__.JL. I Q I I 8'dia. # "' 608 CU.FT 2"/hr 4'deep u_ LL. DW ------------ --- ----- ADD CATCH BASIN ----- -- ---- ------- w/DRYWELL B'dla.,16vf0 Im EXISTING GRAVEL DRIVEWAY C4 /'1 m l I O 1 I 676 CU.FT.CAPACITY rj �„ Z ,,.i V t'r1 U/G PROPANE 0 m V1 TANK oC 'YiiVE 100'FROM TOP OF BLUFF J O Q1�11 m o 1 / AUG zoos m oo N 20°12'40 W 393.97o � X v ITZILDIT11G,DEE PT, E 0 V M SITE PLAN 0 NCU in® 0w � SCALE. 1I'F - 20�-0� SOUND VIEW AVENUE Emil STORM WATER MANAGEMENT DETAILS W uNEW ROOF AREA AT HOUSE:470.7 SQ.FT. AT 100%WATER RUNOFF:78.6 CU.FT. N.T.S. V PROVIDE(1)8'DIA.X 2'DEEP DRYWELL 0 DRYWELLS CAPACITY:84,5 CU.FT. Tf� ROOF AREA AT POOLHOUSE:756.4 SQ.FT. AT 100%WATER RUNOFF:126.3 CU.FT. PROVIDE(1)8'DIA.X 4'DEEP DRYWELL DRYWELLS CAPACITY:169.0 CU.FT. �' N OGEE GUTTER-STANDARD 5" Q' NOTES: 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. V 2).PREPARATION: U / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. ° A 3f��, 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. x 4 n '7, a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. �`av `I 8). ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT d R" CONNECTORS. v ' . 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. ., k, DRY WELLS TO BE 10'MIN. 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, r; k p4J DRAWN: MH/MS AWAY FROM HOUSE ' ' ;�., B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. , SCALE: 1/4"=V-0" �� �� Q OQCO JOB#: o o C 0117. t4 ~ August 16,2018 SHEET NUMBER: S. 1 ------------------------- - E3 -- - I I I I I I III I r I I I I I I I I --LJJI-LLLLJ-"M-Z=J-LL-Ujr��� 11 1 1 1 1 1 11-J-1 I I fill 11 a i o a a a PROPOSED SOUTH ELEVATION SCALE: 1/8"= 1' b it 11 m 011 11 f ® ® /i� /ij /id /if Bldg Dept copy from ZBA Final reviewed , ents �,j �,d �,f ZBA Fil@# -7 Date: / / ' 1 EXISTING SOUTH ELEVATION M cLE O D HOUSE SCALE: 1/8" 08/14/2018 v � j DE"11131100 o d D L 11 ri � m I I — — 0 D p d � a 11 1111 11 1111 11 11 11 HII 11 11 1 , PROPOSED NORTH ELEVATION SCALE: 1/8"= V 11 fill 11 111 ] 11111 1111 IHI 11 o co LI 0 —• — milli 11 1 o Bldg Dept copy from ZBA I I I I I I EH °° Final review d documents, I III if, 11 11111: Ba11 1 Jill 11 te. rs .77 EXISTING NORTH ELEVATION MCLEO D HOUSE SCALE: 1/8"= V 08/14/2018 10 PROPOSED WEST ELEVATION SCALE: 1/8"= V b Ll. 11 11 • I I I j.11 I it 11 1 Bldg Dept copy from ZBA I I I F-11 Final reviedo ments If III 1 11 11 ZBA Fill # Date' [ H ] 11 11 11 111 1 EXISTING WEST ELEVATION McLEOD HOUSE SCALE: 1/8"=V 07/18/201--8 0 I oo LILI 11 1= JJ I L-L I Lt I L 1.1 � I • 11111111 111 HII III III IIII III III IIII III Hill III III I if I IIIII I III I IIIII I III I IIIII I III I IIIII I III I 1 11 1 it 11 1 1 1 11 1 11 if I I 1 11 1 11 II-L LL- P Lb in I 1 11 1 1111 1 F F I I I I II-I r-I I I I ED a a. It I I I 1 11 11 11 11 11q.I'l, 1 PROPOSED EAST ELEVATION SCALE: 1/8"=1' 0 11 LLWA Jill I I Jul FPF77T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I I[ II I qU I 0 I Bldg Dept copy from ZBA Final reviewed documents ZBA File# 7 v 11 H M �• Date: EXISTING EAST ELEVATION McLEO D HOUSE SCALE: 1/8"= V- 07/18/2018 ------------------ ------------------- HALL ! - ------------ ra' LAUNDRY ROOM E ------------- ------------- �z......... - RELOCATEWAR7ER/DRTE ANK , I --------------- 4 q . NEW STAIR LZ STORAGE E' _ _ _ ® D REMOVE EL COLUMNS ••� _ _______�_ ��--_EE____—___ <"^,R�M - ....... -�. . .....�.. ....... ....._. .-----• FOU'+NDDA•TI�ON • o m HALL § STOMOEEfow Tq i 0 O , DOffPIGSDNROOM FOUNDATION � . r [V roBFPFMOV®NDVFOUNRVJION I G A GE .., ARA muNrm RERNUH : ' RSELVES ' . . r-a . 000 ;- • G . � ' M CCHANICALROOM REMOVE DLVA+DOW OTT OUF OP ' • . ' I i UToUTFORNENINGm I .... FORDOOR ------------------------------- REMOVE E7USNNG STAIR. CLOSE OFF OPENING ------------------- O DECK 28'-11�fi- _ PROPOSED FOUNDATION PLAN SCALE: 1/8!'= 1' PROJECT NORTH Bldg Dept copy from ZBA f Final reviewed ments ZBA File# `] U 'J Date: / / McLEOD HOUSE 07/18/2 }l'8 ------------------- ssnaeeF Qnmce ffraeec HALL ! ------------------------------- I1 ;'O• LAUNDRY ROOM E RELOCATE WARIER/DRYER/SW K rn I --------------- 4 � i 4 NEW SFAIR STORAGE i i ----- ------ i r ..__._, srowO�UNsD�ON H REMOVE OL COWMNs . . • . . • . . - - - - - - § 1" ALL • 4 Tq � r N D i. i '�' EgfTWGSUNPODM FDUNDATK#1 • ro BE nDdOVED NEW FOUNDATION � � • � ___�._._. ro BEB'ah re'DwM NtoM EnsEwc7 GARAGE ._. ..couNrEn =� REEMDN ; • SHELVE5 • MECHANICAL ROOM D-----------u .... -- - ------------I REMovEEx.wwrww • • • MOIR FO0.NEW l MOUr OPENWG FOIL DOOR A O Y .. ____________________________ REMOVEEXISTNGSEMR. J CLOSE Off OPENING ------------------- DECK I 28-11 Vs� UND F PROPOSED O ATION P LAN jr, PROJECT NORTH I SCALE: 1/8"= 1 Bldg Dept co from_ . 9 P PY ZBA Final reviewed do ents ZBA File# `7��G McLEOD HOUSE 07/18/2,91-8 s N ROOM BEDROOM No.1 a D ..... LIVING ROOM ..... uni®wo.®WiG ••••• SUN ROOM ..... UTHMRALmLING HALL BAnir BA KITCHEN --- EXERCISE ROOM NQZ N12.2 a ° BEDROOM No.2 O PANTRY 0 IX.OVflUTANG(VIF) DECK EXISTING 1ST. FLOOR PLAN SCALE: 1/8"= 1' Bldg Dept copy from ZBA Final reviewed documents ZBA File# Date: McLEOD HOUSE 07/18/2018 r { ( \ r { ,l lC .. � J 3J `j JL) .� , JLC .� 1 1 (CENTER OFF ENTRY ' 1 DECKABOVE 1 1 TO BEAELEICA _ J \ '_� v 1 `O l CRW162 1 0=6-2 1 as 0=6 1 .+L J \ S,J i 6.1 PORCELAIN TILE uV RADIANT HEAT C M6-3 1 EXERCISE ROOM BEDROOMN0.1 1 ............ RELOCATED 1 1 SOIASFORTY6 Ij 1 VEM FREE CAS 1 m la 1 1 1 1 OATHEDRALCEIUNG PROVIDE ELECTRIC SHADES ennl BATT V ROOM T No"1KrrCHENCATHEDRAL CEILING RELOCATED O BEDROOM No.2 O 3 xTwi°Rlartm C%V25 A21 CXW s AN31 RELOCATE EK DOOR in FWG60 ADD I6•DDELCdST TO CENhA ON WATER SIDE DOOR .ie ec___viceeee 1 NEWWOODFLOORNGTHROUGHOVr L NEW CELUNG UGHr FIXE.TURFANSTHROUGHOUr 3 RE-PANT ALL INTERIOR WALLS,CEILING.TRIM 4 ALL BATHROOMSTO BE REPLACED �i M 2 • 1ST. FLOOR PLAN SCALE: 1/8"= 1' Bldg Dept copy from ZBA Final reviewed documents File PROJECT NORTH Date: #—V/3D McLEOD HOUSE 07/18/2018 -------------------------------------------------------------------------------------• I BEDROOM No.4 BEDROOM No-3 i i i WALK-IN CLOSET HALL O BATH o OV Z 90 X EXISTING 2ND. FLOOR PLAN SCALE: 1/8"= V - Bldg Dept copy from ZBA Final reviewed doc ments ' ZBA File # '7 Date: / I / McLEOD HOUSE 07/18/2018 i F i d 3: ------------------- C=45 EWG1206114 C15 1 Li IS%45 � SKTI10Hf i I i T-A1Q81 1 MASTER BEDROOM ® sinvcHr CATHEDRAL CEMM i i 1 OPEN O B 1 ® i O y-.1 'V 1 a5X45 WALK-IN 1 ;z I SKYOGH7 I OCLOSET EX.OFFICECORING sovcirr i CX245 A21 CX245 f ALL RADIANT HEAT AND TRE 3 RE-PNEVRALL D4`LIQ ff NTWORWAL.EANNC.TD"°'� PROPOSED 2ND. FLOOR PLAN B ALLBATfROOW g10R REPT .CENIN4TROd �PROJECT NORTH a ALLBATHROOMSTO BE REPLACED SCALE: 1/8"=1" • Bldg Dept copy from ZBA Final reviewed docu-ents ZBA File# jDate: �J/ 1 McLEOD HOUSE 07/18/2018 REVISIONS: I SITE DATA: SCTM # 1000-94-01-04 2 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,769 SQ.FT. 0.936ACRES PROPERTY WETLANDS: 14969 SQ.FT. BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES ESTIMATED AREA OF 13000 SQ,FT, GROUND DISTURBANCE: HOUSE: 1701.0 SQ.FT. 6.6 EXISTING SUNROOM: 136.5 SQ.FT, TO REMOVE - EXISTING DECK,PERGOLA ABOVE: 238.2 SQ.FT. 0.9% - EXISTING(EXPAND) POOL: 720.0 SQ,FT. 2.8% 25 CU.YD. 10 CU.YD. EXISTING SHED: 64.0 SQ.FT. TO REMOVE PROPOSED SUN ROOM: 258.0 SQ.FT. 1.0% 100 CU.YD. 25 CU.YD. PROPOSED DECK ADDITION 561.3 SQ,FT, 2.2% 6 CU.YD. 2 CU.YD. O WITH PERGOLA: F--1 PROPOSED BALCONY: 68.0 SQ.FT. 0.3% O PROPOSED POOL PERGOLA: 343.5 SQ.FT. 1.3% 6 CU.YD. 3 CU.YD. P. Z PROPOSED POOLHOUSE. 628.3 SQ.FT, 2.4% 200 CU,YD. 30 CU.YD. PROPOSED OUTDOOR SHOWER: 64.0 SQ.FT. 0.3% 2 CU.YD. 1 CU.YD. W PROPOSED SPA: 49.5 SQ.FT. 0.2% 10 CU.YD. 5 CU.YD. Q W 023 x � SURGE TANK: 1200ga1. 20 CU.YD. 5 CU.YD. O DRYWELLS: 8'dia,26vf 35 CV.YD. 10 CU.YD. C1 Q pRETAINING WALLS: 112 If 60 CU.YD. 30 CU.YD. a I--1 TOTAL: 4832.3 SQ.FT. 18% 464 CU.YD. 111 CU.YD. MEETS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19,2018 Vl i;U( I Ifr l I O 1 HAY BALE OR SILT FENCING i > O LIMITS OF CLEAP INC TO BE F-�I NO MORE THAN 20'FROM l PICATED DWORK AS UNDFVLOPED W Z INDICATED ON SITE PUN ` 12 16 2 28 3032343638404244464850 64 ; I 66' 64 62 ____- •��3. O--'0-5 S 21°27'20" E 52 565860 ; _' __._....1 __ - -.`mE� •..�,o 4 22 24 CONTROL Q 54 62 •� Box i 7 I ___ 5 100' c RIC IN - w ROM TOP OF BLUFF DW ;"-- --'"-'� PJRGou CA5T IRON O•• V 1 �101 L '� \ / J pr• .. O.R ..�'l.l.. CO SIN O m V ell O Fi I 'MAN HOLE j , waruw O :,c 59.3 14 .' I� 2) I)a4' ___ N R 600 a.SECULAR 50/B _ I .� +m•• �I(%TENSION- 11 �.. \"_...il.-...__ �.Y._. PLANTER 82 Z -w l - O V �II I O_r- DEOKFO �I PF b X• - p0 TIO a oeO 1D:D1 1. N m II O D P A N I G I :60 1' .5+. I - '1 7.0' c e� 8 i-1,: B'em K t6'd«v O ll 1 -"F';� I.•- I F e LEACHING POOL (� 1 I .I�•"`••^^•�" PROROSED LOCKING l L1.I :� OFE« ,inODOSED 5.5'X0' PLANTER CAST IRON I I SPA. MAN HOLE LOWER REFUGEE%ISTING '> I I I EXISTING L �kl I DECK 36'XIB'INGROUND POOL 7' l 111...''' " '""1: WITH NEW 40'X1B'POOL m1n, 5 20 6'x 20'-o' 1S'.r O SE Q 1 PATIO ONGRADE ., ,� C.-��• I \O I '68.0' ; Tl`3• \ FXPANSION l _•__.___._._...._ I _ _ - POOL p i CD • I I 1 _ -WiIR000SED-1 ;' q .C' N NC. EX.FIRE :_ ) -W- our000R' I I PIT 67.4 PROPOSED 0.PIGATION ELL SHOWERS 7 tia l M ti o 70'-0'X 70'.0• X7= DEVLOPED n PATIO ON GRADE -------------------- ........................in L O N G I I EXPANSION q 0 d;I, ' EPIACE Ems IKGRUAIN'NGaALL pI r) ;� PROPOSED CATCH LL1 PUBLIC WATER O ISLAND I 51.8' : n aEsu E POOLHOUSE /B'ala. l'.BASIN r ro R w EXISTING Kv 'G O I 1 SII: STAIR PATIO TO BE O X O w I U PE0.GOU REMOVED J �� 14'eeep = O ABOVE WATERLINE/DRAINPIPE INTERSECTION l •ti/.. Cl I DW tr) 61 SOUND Z 35.7' ;_ ;� o \-' LL I I TO BE INSTALLED AND PROTECTED PER r' - 23.0, f0 d SCHDS REQUIREMENTS NO JOINTS pp EXISTING I l� 6D '-' In WITHIN 100F CROSSING.MINIMUM -� HENCE FENCE O LL( ' 1 ! : O(M0.N IOSSEDERATION) •••++`VVV4rr! y 2 sry HOUSE I 1 VERTICAL SEPERATION:IB' r ucc . O �I ILL 51.8' .0' I ®•, z i I CATCH / ` _ V , BASIN e/ \ / N\ ••/ \ AREA 3640 SQ IT. Y j I I ® a'dia p, 608 CU FT 2'/6r ~ k 28.3 NO -„�•I 4deep II 14'tlee I 4'deepl N ADD CATCH BASIN TEST HOLE �.� (ll Im I % V. / "0/18 / DW \ DW/ w/DRYWELLEI'd1a,16vf t, l O N - EL.60.5 z W �+ G % 676 CU FT.CAPACITY O O W U/G PROPANE O /B'eIa\ N x O 1 TANK o; 1 s•d. I....... b ppp,,,,,, DEVLOPED G ( 1 100'FROM TOP OF BLUFF - W�R l PUBLIC WATER / Iki �FI E METER H�DRANT ' e I 62 UTILITY W N 20°12'40" W 393.97 ;LE DEVLOPED I U U PUBLIC WATER 0 EXISTING GRAVEL DRIVEWAY W ll� 1CA SITE PLAN o N SCALE: 1" = 20'-0' VU SOUND VIEW AVENUE V) W Q DRAWN:MH/MS $"w0 JOB H: / January 30,2019 SHEET NUMBER: �4�,oF Nt✓ REVISIONS 17 4t ---------------- j6 �x................ 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Z' 4"2 P SOUTH-WEST PERSPECTIVE VIEW HOUSE PERGOLA NORTH-EAST PERSPECTIVE VIEW HOUSE PERGOLA IMAGES BY MARSHALL PAETZEL LANDSCAPE ARCHITECTURE JL ' v .6 0 V” c) 11.7t"u- 7W, Z ml x 0 cu SOUTH-WEST PERSPECTIVE VIEW p U =c'n- co aj I'M I'll r '� Ill W'. � =77=4 HOUSE PERGOLA I 9w, rn u u NORTH PERSPECTIVE VIEW POOL PERGOLA I To' DRAWN:MH MS SCALE: 1/4.=1'-0" EAST PERSPECTIVE VIEW #: JaJOBnuary 30,2019 SHEET NUMBER: .r POOL PERGOLA josr A- 1 REVISIONS. �� - I I I I , I ' I p r o 8"CON,BLK. - ra . r a 0 I 6X6 ACQ POST v - ------------ 3X3 CEDAR 3X3 CEDAR 3X3 CE AR 16X16 PIER w/ LANDING M5 REBAR Q12'OC I 2'X2'XI'FTG. ' ' ' BRACKET BRACKET BRACK ' ' ; AND AT FTG. N XMI.OW.GRADE �(2)2%10 ACQ GIRDER i i ""',6 b ACQ POST ' -"-r, 6X6 ACQ POST '•-- •' N ® 'I I I , -_-------'---rr X12"dia.PIER w/ 1 -------------===xxf I w----16X16.PIER w/ �.® ' ' II ._r_____________r•�__,'�X2 XI'FTG. „_ -�, 2'X2'X1'FTG. --3,BELOW GRADE -r• 3'BELOW GRADE •-- -• z 4'-5' 6'-8" 10'-7" } EXISTING UPPER DECK ; NEW UPPER DECK ' co 6X6 ACQ POST.ANCHOR TO O NEW CONC.RETANING WALL c F-•1 L� ; 6X6 ACQ POST M L� ' 12"dia.PIER w/ I DRIVEWAY 2'X2'xPFTG. 7 Z Z I I BELOW GRADE ' EX..(2)2X10 ACQ GIRDER i i i (2)2X10 ACQ GIRDER ❑ _=c_ _____ x= x===_=___=_-t ❑ t===__=____y = = ===== ====a=Q_.=Q=a_ ____________ O o , _ _ _ _ 7 Z o4 __i_ i_ ______ ____ ____________i__ ci__ _i_ _-i 'V INSTALL(1)2X12 ACQ GIRDER ALONG POSTS FOR LOWER DECK -' A La - 17'-61/2 10'-7" • ; 6X6 ACQ POST _` 6X6 ACQ POST '•- •' 16X16 PIER w/ 16X16 PIER -- 2'X2'Xl'FTG. 2'X2'XI'FTG. 3'BELOW GRADE 3'BELOW GRADE •--- O W - I (2)2X10 ACQ GIRDER NEW LOWER DECK STEEL COLUMNS TO CONTINUE TO 16X16 PIER (AT GRADE LEVEL+/.). SECURE COLUMS WITH 10X10(min)BASE PLATE WITH(4)/-BOLTS,WASHERS, N 6X6 ACQ POST NUTS.ALL CONNECTIONS TO BE PRIMED OR -�- 12""X2.CONC.PIER STAINLESS STEEL,INCLUDING ANCHORS. PROJECT NORTH PRO POSED FOUNDATION PLAN I W E 24"X24"Xl2"FTG. 16X16 PIERS TO HAVE(4)MS VERTICLE REBAR. I T BELOW GRADE CONTINUE TO FOOTING. SCALE: 1/4" = 1' (TYPICAL) OEL) S I , (2j 2X10 ACQ GIRDEQ (2)2X10 ACQ GIRI)d 12)2X10 ACQ GIRR , , L1 I I O Q , O C WGO o v � UTI— ENTRY CEIL G aoser ZD C EDRAL a 1 TVB/SHOWER I ' ry •----------• a T-11%"x 3'-111/" V-111/4"X 1'-1111/a" 5'-11'/4'x -111/ 2'-1111/a"x 1'J'/a" >_w FELOCATE EX.DOOR •_----•FWGD60CII L o A 3 40- LR AAN2020 V ACW,04 -2 L AAN3018 V a 3,AAN4034 V� ACW30403 RSL C TEMPERED ADD APW1468 F 5'-0P/"K 6'-0%" = N a TEMPERED t N TEMPERED SIDELIGHT O CENTER ON 5X5X1/4 TUBE STEEL i y o N ,o WATER SIDE DOOR COLUMN,BOX IN TO BE x .� ------ _ ------------------- HSSiX6 !4-l�)Bf�Tfftr6HtDER----- ___ TEMPERED 1OX100.S.[fl'P)_____ N �O _.— �— __ _ _____.___� _____ ______________________ --------------------------- o:' 1 I HSS 5X6X1/4 TUBE STEEL GIRDER , � `� X (�O R ------- -- {YWn f 1 a.• --- __------'-- I i i � i � 0.o, � °�°�� l2XB IPF PJa.16 c_ I iw I G 0 M y - - w v UPPER DECK ; i W I rn Y+� >to IPF I w WI I ' ' Iw w d' A --------------- --- 1.. RETRACTARIE ` C N —'— •— I I (BY OTHERS) PROPOSED 1 FLOOR HS 5X6 1/4 TLPk STEEL GIRDER H FI 1 I i~ F I S 00 PLAN ' ' "' T. 'a p b' X I X2X8 LEE P),@lA'Oc I ' II ,N x I �' SCALE: 1/4" = 1' 1 W 3X5X1/4 TUBE STEEL 1 , N COLUMN,BOX INTO BE , O 10X10 O.S.(TYP) 0 PROJECT NORTH - - - - - 1 HSS SX6Xf4TUB�,SL - GJR- rp E ------------------------ - --- ----- "- -- -- -- 8'-91/a" 10'-7" BOX OUT ALL ACQ BEANS 10X10 u Q PLATE AROUND GIRDEPS WITH 2X ACQ rrW�'1 i3L2-i (RIP TO 7-3/4)AND WRAPPED WITH 1X10 IPE(ALL 4 SIDES).FLASI-AS REQUIRED. PLATE COLUMNS WITF 5/4 ACQ AND ---------------------------- WRAPWITH I)10IPE. LOWER DECK ALL STEEL TO BE WELD:D TOGETHER. ____________________________ COLUMNS TO ANCHORTO PIER BELOW '• ____________________________ FINISH DETAILS(COUNT:R,SEATING,etc. SEE LANDSCAPE ALCHITECT A' \. 9 iz DRAWN:MH/MS > • * - SCALE: 1/4"=1'-0" JOB#: January 29,2019 t+ q 1233Q {0 SHEET NUMBER: 2 REVISIONS 5X5X1/4 TUBE STEEL COLUMN.BOX IN TO BE 10X100.S.(TTYYP) i ------------iF6 ------------ 4TJ---- ------ - - -' - -- ISJ X25 STEEL GIRDER W6X25 STEEL GIRDER i , 5X6 TUBE STEEL 5X6 TUBE STEEL w I ,,, W--- STEEL GIRDER i I iw-----------------------------------STEL GIRDER "'� I \ V rN—.—.—.—.—.—.—. —�.—.—.—.—.—.��.— i (O W z m--- ------------ ----------------- GIRDER @ GIRDER I 2X2 IPE SLATS 8 OC ,� ,� �; 1 I I X8 IPE PERGOLA JOISTS @16" OC I � Ili I W6X255TEEL GIRDER i YL STEEL GIRDER .---- - ------------ j --.— Z a ---------------------- -- ------------------ TEL - ------------ -----•-- —•--------- I 11X10 IPE I I ----------------------------------------------------------------------------- o w I I 2X10 IPE I 1 13'-5" 13'-5" BOX OUT ALLA QBERMS TO BE IACQ O Ki WRAP 1X10 IPE WRAP w II I I RIP AS REQ.)AND WRAPPED WITH 1X10 IPE(ALL 4 SIDES).FLASH AT BASE NEAR POOL it LOUVERS I I 26'-10" 5' ( Q o WITH RUBBERIZED PROTECTION.PLATE ^ o I I I ICOLUMNS WITH 5/4 ACQ AND WRAP WITH �•-1 p.� I I I I 271-8.. IX101PE. ��11 ALL STEEL TO BE WELDED TOGETHER. COLUMNS TO ANCHOR TO PIER BELOW FLOOR PLAN --= PROJECT NORTH NEW CABLE RAILING SCALE: 1/4" = 1' W EXISTING 2X10 DJs O O ¢ ° 110 EX. GIRDER z 2X10 ACQ DJ @16"OC f� Q 5 5X5X1/4 o H 77 TUBE STEEL COLUMN EX. 6X6 POST 2X12 ACQ SXSX1/4 (2) 2X10 ACQ W6X26 STEEL GIRDER JLTUBE STEEL COLUMN GIRDER + GIRDER15 U SHADE SHADE 16X16 CONC. PIER EX. PIER 16X16 CONC. PIER 12"dia. CONC. 0 ' ' 1X10 IPE (4) #5 VERT. REBAR (4) #5 VERT. REBAR PIER WRAP I I I I I I I I N d 24"X24"X12" 24"X24"X12" 24"X24"X12" 10, CONC. FTG. WRAP CONC. FTG. CONCM O r . FTG. 1X10 IPE ' ' ' ' 1X10 IPE 1� m0 WRAP I I I I O x o p � w@ EXISTING I I I I a FOUNDATION ' ' ' ' m N � y 5X5X1/4 ' ' u m CROSS SECTION i i 5X5X1/4 TUBE STEEL i i N o w 3 TUBE STEEL COLUMN SCALE: 1/2" = 1' , I COLUMN I I I I lit- I I I I w 16X16 CONC. PIER0 o (4) #5 VERT. REBARLn POOL CONC. Eml WALL (VIF) 24"X24"X12" CONC. FTG. u U. CROSS SECTIO-N- SCALE: 4 1/4" = 1'-0" - A`��`'1'�, �I sq,, DRAWN:MH/MS 4/ ��� SCALE: 1/4"=1'-0" JOB#: c r January 29,2019 r � SHEET NUMBER: .223gj-A . A-3 CODE: 2015 IRC, 2016 NYS REVISIONS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNE WIND SEISMICFROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D RAW I N G S R SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNE NT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIRED HAZARDS MODERATE SLIGHT TO USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE M/,XIMUM UPLIFT LOAD CAPACITY. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 4"MAX. SOIL COMPACTION: 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# KING STUDS CAPACITY. 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL 4"DIA.MAXIMUM CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12- LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY APROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: Z 1).Unless otherwise noted,all framing material to be Nl ACQ pressure treated lumber. All fasteners,hangers and anchors to be gaivinized or stainless steel. RAFTER JACK STUDS m 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLT; 16"0--WITH WASHERS HEADER-TO-POST/STUD CONNECTION 3).Posts supporting girders shall anchored to a minimum wa24"shers thick concrete x footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER I DESCRIPTION APPLICATION I LOCATION JUSPINUMBER1 DESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 L526 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. FO-I ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUDI--•I 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing 1-1/2"SPACE and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers W MINIMUM and nuts at 16"o.c. FO 6).Concrete piers shall be a minimum 6"above grade. W z HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored F-1 /// to girder(s). RAFTER (D8).Covered Roofs shall be assembled and anchored the same manner as a typical building. W p� Q 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal Z POSTfor any contact with ACQ. O TOP PLATE TOP PLATE Zt U BALUSTERS O Ix RIM/DECKJOIST 1- 1 Z WALL STUD o All required handrailHANDRAIL NOTES: shallbe of one of the following types F-1 0 OPEN BALUSTER ATTACHED TO WALL WALL STUD U or provided equivalent graspabiiity. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTE0.TO PLATE STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION I).Type I.Handrails with circular cross section shall havean LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CONNECT EACH than 2 inches.If the handraill is is not circular it shall have a SHALL NOT BE LESS THAN I-1/4"NOR MORE THAN 2"IN POST•TO-DECK CONNECTION CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE perimeter dimension of at least 4 inches and not greater 4"•6"RAFTER RTIO 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER than 6-1/4 Inches with a maximum cross section of CROSS SECTIONAL DIMENSION, THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type II.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a rT� 4"MAX. distance of 3/4 inch measured vertically from the tallest �L•( portion of the profile and achieve a depth of at least 5/16 4"DIA.MAXIMUM inch within 7/8 inch below the widest portion of the W GIRDER/HEADER profile.The required depth shall continue for at least 3/8 , Q inch to a level that Is not less than 1-3/4 inches below the O 7" tallest portion of the profile.The minimum width of the o GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a Z ° maximum of 2-3/4 inches.Edges shall have a minimum n > +� JOIST POST/COLUMN ° radius of 0.01 inches. 1••••"1 U POST/COLUMN O NAILING SCHEDULE w 0000 F" 1 r E- 1--1 O R F V A ER NAIL NAIL POST-TO-GIRDER/HEADER CONNECTION JOINT DESCRIPTION Qom, SPACING NOTES STRUCTURAL PANEL Bd AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING LOCATION JUSPNUMBER1 DESCRIPTION APPLICATION POST-TO- 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADERI RTIO ITYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR JAPPLYTO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING RAFTER TO B'WALL:3-8d COMMO EACH TOE-NAIL o TOP PLATE 10'WALL:4-8d COMMO RAFTER CEILING JOIST 8'WALL:3-8d COMMO EACH TOE-NAIL CO p TO TOP PLATE 10'WALL:4-8d COMMO JOIST ° ® STU CEILING JOIST TO AS PER TABLE 3.7 EACH FACE a n BEARING PLATE PARALLEL RAFTER WFCM-SBC LAP NAIL 0 v o GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OX 0 OVER PARTITION WFCM.SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE A d N TO RAFTER WFCM-SBC END NAIL 0 w ° WOOD JOIST BLOCKING EACH TOE iZ > TO RAFTER 2-8d COMMON END NAIL ° c LEDGER I I •';" RIM BOARD 2-16d COMMON EACH END U ° GIRDER/HEADER I I CONCRETE PIER TO RAFTER END NAIL C, Mp WOOD JOIST WOOD)OIST WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2z TOP PLATE TO QTY. SPACING CEILING JOIST TO BLDG,CONNECTION I (MINIMUM) 2-16d COMMO PER FACE NAIL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH TOP PLATE FOOT I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I TOP PLATES AT JOINTS FACE W IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4-I6d COMMO EA.SIDE NAIL F TO ALLOW FOR SHRINKAGE. ROD REQU REED I (2)BEAM; PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 2.0 FACE U I I 2-16d COMMO U FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL HEADER TO 16"O.C. FACE FLASHING TUCKED UNDER i l HEADER I6d COMMON ALONG EDGES NAIL U) TOP PIECE OF SIDING AND TOP OR BOTTOM 2-16d COMMOr PER 2x4 STUD END LAPPED OVER FIRST CONTIN. PLATE TO STUD 3-16d COMMOI, PER 2x6 STUD NAIL N uu PIECE OF SIDING BELOW THREADED FBOTTOM PLATE TO: FLOOR FLOOR JOIST.BAND JOIST, 2-16d COMMO PER FACE NAIL END JOIST OR BLOCKING FOOT u 1/2"DIA.LAG BOLTS W/WASHERS CNW COUP.ER NUT CONNECTED TO BLDG.@16"OC STRINGER ®16• MINIMUM POSTe DECK FRAMING: \ U I�eoirsu I EVD DISTANCE JOINT DESCRIPTION NAIL NAIL U PB"P09 QTY. SPACING NOTES ANCHOR •au p JOIST TO: PER TOE FLOOR FRAMING , PIER I6-TREAD MINIM M 4•8d COMMO c " s SILL,TOP PLATE OR GIRDER 2x JOISTS o 'o -END INCE BRIDGING '�'a 12"x12"x12" o. JOIST NAIL a CONI sue .,a• :.o >+ TO JOIST 2'8d COMMO EACH TOE (AS REQ.) ',g:•'" CONCRETE FOOTING • . END NAIL BLOCKING FOR 1':A ++"V +"• BLOCKING EACH TOE JOIST HANGER a al DECK PER TO JOIST 2-8d COMMO END NAIL �r.. LAG BOLTS .,`v %�,, " >" { CONC. PER PUN v 3'-0 a�' PIER HOLLOW COLUMN UPLIFT BLOCKING TO: 3.16d COMMO EACH TOE e a. :+.. SILL OR TOP PLATE BLOCK NC RIM JOIST/BD. LEDGER STRIP EACH f INSTALL AS PER MANUFACTURE'S DECK POST FTG -16d } S # O °a 1 to SIMPSON STRONG TIE MODEL STRRI/2 UACTURES RECOMENDATIONS .CONNECTION 3 C OMMO 7 a� • :' ."?n• TO BEAM JOI5T ��+•'1 DRAWN:MH/MS 1LOCATION1 USP NUMBER I DESCRIPTION APPLICATION - N JOIST ON LEDGER PER �EC�PORCH LEDGER CONNECTION r .}• k S 4X4 POST 3-8d COMMO PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST SCALE: 1/4"=1'-0" ,At.« 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER D JOB R: 3-I6d COMMO + January 29,2019 TO JOIST JOIST NW. f .A SHEET NUMBER: I6d CO BAND JOIST TO: PER '7 :., -" $ C SILL OR TOP PLATE 2- MMO FOOT TOE NA1�. Bpi, , , r f REVISIONS: SITE DATA: SCTM # 1000-94-01-04 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,769 SQ.FT. 0.936ACRES PROPERTY WETLANDS: 14969 SQ.FT, BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES ESTIMATED AREA OF 13000 SQ,FT, GROUND DISTURBANCE: HOUSE: 1701.0 SQ. FT. 6.6% - EXISTING SUNROOM: 136.5 SQ. FT. TO REMOVE - EXISTING DECK: 238.2 SQ. FT. 0.9% EXISTING POOL: 648.0 SQ,FT, 2.5 EXISTING SHED: 64.0 SQ.FT. TO REMOVE PROPOSED SUNROOM: 258.0 SQ.FT. 1.0% 100 CU.YD. 25 CU.YD. PROPOSED DECK ADDITION: 392 SQ,FT, 1.5% 6 CU.YD. 2 CU.YD. PROPOSED PORCH: 23.5 SQ. FT. 0.1 % 2 CU.YD. 1 CU.YD. O PROPOSED BALCONY: 68.0 SQ.FT. 0.3% H PROPOSED POOLHOUSE: 628.3 SQ.FT. 2.4% 200 CU.YD. 30 CU.YD. PROPOSED OUTDOOR SHOWER: 64.0 SQ.FT. 0.3% 2 CU.YD. 1 CU.YD, W PROPOSED SPA: 49.5 SQ.FT. 0.2% 10 CU.YD. 5 CU.YD. l W DRYWELLS: 8'dia,26vf - 35 CU.YD. 10 CU.YD. 8? ►H� RETAINING WALLS: 112 if 60 CU.YD. 30 CU.YD. I �i iVf V� Nr O TOTAL: 4070.5 SQ.FT. 15.8% 415 CU.YD. 104 CU.YD. lw-, HAY BALE OR SILT FENCING MEETS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19,2018 ~ LIMITS OF CLEARING TO BE NO MORE THANR FROM PROPOSED WORK AS INDICATED ON SITE PLAN 1214 1383.50 ! ' _ 6 18 20 22 24 26 28 30 32 34 3638 40 42 44 46 4850 52 54 56 58 60 64 `a 62 10.5' 62 L,� I 1 66! i 64 S 21027'2011 E _ ------FENCE--------------------------------------------------------------- 10,9, - ----------r LLJ PI --A �, 100 FROM TOP OF BLUFF W; DW/ a.♦ / \ ON m I , y _ N 1 4'deep I SOIL I ; 60 :_1 13.01 -- --- I� +♦DW \ LOCATION / O OI i 59.3' '%%i q':.%.%'-///!;' //iii,'/ 3 1075 TF/ / N ♦ \ - / / ' i _, d PRDPOSED, / i '" ' O 7 i //,, CK / , , / / iii, //�i' j/i / i /' i 7 : / ON'GRADE- ��'� r / PROPOSED �►/� EXTENSION //�i' //'i//i/ ,1 A ONCRI /( . :/ / g 5.5'X9.0' bvASHOUT :60.1' .5' /i/'7.0'; ,/, t , ;%.;/ SPA EXISTING 36'X18' SAM/ XISTING F PROPOSED; . / iDECK LOWERoo INGROUNDPOOL t; / / / i, j /8'dla.♦ ` I ' SCIS I G DECK ROPOSED PATIO 4'deep 1 ; EXISTING ii ON GRADE"- ; , DW 20'.6^x zo'-o^ 1 Cl�iSE i�i / r, //., %/ /� ."`;:'ii; ♦ _ / 52.5 f Q r� :68.0' PATIO ON GRADE :; r•i,, 6.7'X7.2' --------- i�'/�/''%i/�j• _ -�: `0 WDO. REPLACE i La I EX.FIRE -, EXISTING ` I PIT '67.4' ;, r CYl LONG I ; ' 20'0"X020 DO" % ---------------------- 4.o'X7.2' AIRS REPLACE EXISTING RETAINING WALL 71.1' m FT1 1 ; PATIO ON GRADE/ -art �; / w ' Lu (yam EXPANSION '� O k ---- %i:. / /�i;r I 4.0 TPROPOSED x�' I EXISTING I 51.8' _, PROPOSED ' ISLAND I � y / /'�' - POOLHOUSEI%��� I 12.2'X 8.3' /i/ / 5 7i' EXISTING 8.0'X8.0' '%/�%i- I SHED TO BE ; Z I -Yi- I OUTDOOR �/ '/ S 0 U N D o PATIO TO BE ! /� I 35.T PROPOSED / %'/ � REMOVED ; �� EXISTING _- - / ♦ 8'dla. REMOVED ._..,Ff.l (a'dee RETAINING G SHOWER 0 LL I 2 STY HOUSE _. ®! DWp - O 5 51.8' / ♦; 0' _._ii. I AREA;3640 Q FT. s'ee 1z Z %W Z' I u. I i i _,_u•- 608 CU.FT 2"/hr I 14'deep 11 O m I J I i -- - - - ----- -- - 28.3' ADD CATCH BASIN ♦ / DW a w/DRYWELL 8'dla.,16vf EXISTING GRAVEL DRIVEWAY rl r41 ..A O o I m J ( 676 CU.FT.CAPACITY nj )�r- m �0 ; U/G PROPANE Q I rn I O TANK oC v • o 0.1 100'FROM TOP OF BLUFF O M 4 ' ° m v u Cry u ° m 393.97 N 20012'40" W o X ° rA •� u CO to 5 SITE PLAN 0 N � E � owl SCALE: 1" = 20'-0' SOUND VIEW AVENUE un Eno STORM WATER MANAGEMENT DETAILS W NEW ROOF AREA AT HOUSE:470.7 SQ.FT. AT 100%WATER RUNOFF:76.6 CU.FT. N.T.S. V PROVIDE(1)8'DIA.X 2'DEEP DRYWELL Q DRYWELLS CAPACITY:84.5 CU.FT. (n ROOF AREA AT POOLHOUSE:756.4 SQ.FT. AT 100%WATER RUNOFF:126.3 CU.FT. Bldg Dept Copy from ZBA eLi� �r'n♦g o� PROVIDE(1)8'DIA.X 4'DEEP DRYWELL Final review%% DRYWELLS CAPACITY:169.0 CU.FT. ZBA File Date: / '7 OGEE GUTTER-STANDARD 5" Q NOTES: 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. V 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B), PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. z 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. �y v �� °ArT+ 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND f+, �, Cb w ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT (1 CONNECTORS. a 1 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL ;� ,�f Iy CONNECTION WATERTIGHT. 11J\► ,, f DRY WELLS TO BE 10 MIN. 4).PROTECTION: r,91► f �. Cb AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. i + � DRAWN: MH/MS nQ � � B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL SCALE: 1/4"=1'-0" COMPLETION. JOB#: 0 0 c 0 a te r" August 16,2018 SHEET Ni' REVISIONS: SITE DATA: SCTM # 1000-94-01-04 120 VOLT-1e-60 Hz-20AMPSERVICE DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: WTE,AEMT6R PUf ANP INIE°a4TFD 6YBTdfXB°RKPAMEL MUSTBE PBfIPERIY IPi°UNPED EL 60.5 PROPERTY: 40,769 SQ.FT. 0.936ACRES MIXED SAND.LOAM,GRAVEL ----------- 0.5' PROPERTY WETLANDS: 14969 SQ.FT. BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES ® ® BROWN CLAYEY SAND STORM WATER MANAGEMENT DETAILS ESTIMATED AREA OF 13000 SQ.FT. ® ® NEW ROOF AREA AT HOUSE 2318 SQ FT. GROUND DISTURBANCE: ----------- 0.4' AT 100%WATER RUNOFF 387 CU.FT N.T.S. PROVIDE(2)8-DIA.x 5'DEEP DRYWELL TOi AL DRYWELL CAPACITY:022 CU FT. !i00f AREA AT POOLMOUSE:758 4 SQFT. HOUSE: 1701.0$Q.FT. 6.6 AT 100%WATER RUNOFF.726 .3 CU FT. 'e' 'e' B - PROVIDE II)8'DIA X4'OEEP DRYWELL _DRYWEiLs cAPAcITr lrso cu,Fr. EXISTING SUNROOM: 136.5 SQ.FT. TO REMOVE EXISTING DECK.PERGOLA ABOVE: 238.2 SQ.FT. 0.9% OGEE GUTTER-STANDARD S" NOTES' EXISTING(EXPAND) POOL: 720.0 SQ,FT. 2.8% 25 CU.YD. 10 CU.YD. PALE BROWN FINE SAND 1).EXECUTION: SP A).DO NCT BEGIN INSTALLATION UNTIL SUBSTRATES RAVE BEEN PROPERLY PREPARED. EXISTING SHED: 64.0 SQ.FT. TO REMOVE 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR RE INSTALLATION. IBI. B),PREPARES THE BEST SING RESULTS FOR THE DE BY UNDER HE PROJMANUFAECT RE FOR CDND ACHIEVING THE BEST RESULTS FOR THE SURFACES UNDER THE PROJECT CONDITIONS. C).PAINT AIN LS WITH PRO METAL AND SURFACES IN CONTACT WITH DISSIMILAR PROPOSED SUNROOM: 258.0 SQ.FT. 1.0% 100 CU.YD. 25 CU.YD. METALS WITH PROTECTP/E BACKING PLANT. ,r^^ - Vl 3.INSTALLATIO: PROPOSED DECK ADDITION 561.3 SQ.FT. 2.2% 6 CU.YD. 2 CU.YD. rj A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. WITH PERGOLA: F-1 1).GUTTER TO BE PITCHED TOWARDS LEADER 1•TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT,)DINTS. a).OOPPE0.I LEAD.FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND PROPOSED BALCONY: 68.0 SQ.FT. 0.3% O ® ® ACCESSORE` EL.43.5 1 J.O' B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT NO WATER ENCOUNTER CONNEaoRs. i1 B B \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL PROPOSED POOL PERGOLA: 343.5 SQ.FT. 1.3% 6 CU.YD. 3 CU.YD. CDNNECTION WATERTIGHT. TEST HOLE DRY WELLS TO BE 10'MIN. 4).Pao ErnIN' PROPOSED POOLHOUSE: 628.3 SQ.FT. 2.4% 200 CU.YD. 30 CU.YD. DATA FROM McDONALD GEOSCIENCEAWAY FROM HOUSE A)•PROTECT INSTALIED PRODUCTS UNTIL COMPLETION OF PROJECT. W B).TOUCHUP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL PROPOSED OUTDOOR SHOWER: 64.0 SQ.FT. 0.3% 2 CU.YD. I CU.YD, 08/22/2018 (� COMPLETION. , s `"'e ° -111 PROPOSED SPA: 49.5 SQ.FT. 0.2% 10 CU.YD. 5 CU.YD. ea ° Pa-I FF rEvj- SURGE TANK: 1200ga1. 20 CU.YD. 5 CU.YD. rWr DRYWELLS: 8'dla,26vf 35 CU.YD. 10 CU.YD. DO RETAINING WALLS: 112 If 60 CU.YD. 30 CU.YD. z . ELECTRICAL CABLE TO CONNECT TO O HOUSE CONTROL BOX IN FLEXIBLE WATER F"•'I u°�`; ..ro.reweTAue°Aw.E,°.,o ee e�ACE°w.o°eEPA,a• O°E0 FF EL.68.6 TIGHT CONDUIT SEAL HOLE AS REQ .�e.„FAE,Mr°...oP�Am,°weEw,HE EACKm°xo.wEP CONNECT TO SERVICE PANEL BY n,0°Px,INc.eEn Mo.w�°m,.+v,°nwu nAceT�Ealu*°n lHm eurvK� LICENSED ELECTRICIAN TOTAL: 4832.3 SQ.FT. 18% 464 CU.YD. 111 CU.YD. F/�-'•-�11 FR IR N LOCATION FOR IB'ARC UNIT COVER UNITCOVER LOCKING CAST n W TO BE GREATER IPURPOSF ONLY MIN.601bs. FRESH AIR VENT MIN.601bs. IRON COVER MEETS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19.2016 F-1 THAN Y FROM ('(`I�) (TYP) IF WINDOWS GRADE EL.60.5 GRADE EL.60.5 GRADE EL 60.0 PANEL GRADE EL.64.5 GRADE EL.62.0 16 NG BOX CLEAN 4"dia.PVC PIPE •••irtP,tJ••• - EL 59.7 - -- INVERT EL 57.8 OtIT 1/4"PITCH 4"dia.PVC PIPE @i/4"PITCH 4"dia.PVC PIPE 4"dia.PVC PIPE (, HOLE @1/8"PITCH @7/B"PITCH INVERT INVERT INVERT EL.60.8 73'5 EL.58.8 EL 58.7 E2 INVERT INVERT INVERT INVERT INVERT EL.57.3 EL 57.2 EL.57.1 EL.57.0' NOTE: EL.57.7 '•''.i HOUSE TRAPS rT� USED PER SCHDf ��(.� O �. •,� Fr^�"1 L THIS SYSTEM : ') 8'DIA.X 16'DEEP ji V 1 ELECTRIC ONE LINE DIAGRAM e\Q� LEACHING POOL { (NOT TO SCALE) POOL HOUSE aaa� �A9 C�,.�,�,,, 120 VOLT,1p SERVICE TO NEW amp. FF EL.62.8 ' NORWECO CONTROL PANEL 1 POLE BREAKER UTILITY GRADE EL.62.0 2#12,812 GRD IN V,"� INCOMING SERVICE NOWECO SINGULAR 750/800 INVERT ', PVC CONDUIT 200a,Io.120/240 VOLTS CLEAN 4"dia.PVC PIPE 12 5' GALLON SEPTIC TANK EL.51.7 SAND COLLAR I_',: ;.I SAND COLLAR Q M oU @1/4"PITCHMAN INVERTHOLE EL.58.3 INVERT EL.CIRCUIT JINVERT INVERT O BREAKER METEEL 58.7 EL 58.4 rT�PANEL WATER CD I ItI WELL EX.GROUND ROD4 NOTE: DEV PED 1).BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM WELL OF 24 INCHES BELOW GRADE. 2).ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. - ---- -- - .----- - -- - -- ___..__ ----- -- _.__ - ----- - --- 1( 7,50, en I 1 Cn o HAY BALE OR SILT FENCING LIMITS Of CLEARING TO BE NO MORE THAN 20'FROM PROPOSEDWORKASp"}' INDICATED ON SITE PUN .._-�- ••155. z EXISTING 6'h WOOD STOCKADE FENCE 383.50'I I R v Do !4 12 14 16 18 2022 24 26 28 30 32 34 3638 40 42 44464850 64 = CONTROL I �° -x 52 54 565860 62 `�4 I 661 Box 1 64 62 ---- --- - -'----------- - --------- 20: �'x N 88°45'20" E 17 -- __._.::_:_.__ m, EE AK AIA � � y -�- - - g ELECTRIC, ; h ol \ .'a 1 I V CABLENONTURFF BUFFER AS DEFINED BY SOUTHOLD TOWN TRUSTEES: v 1 wcKN \ 1 O O .•.a 7 �� 100 FROM TOP OF BLUFF I sen"P I 'r PEacou __ •�'AT'--- CAST IRON m _100 I w v ANY PERVIOUS MATERIAL ALLOWING FOR PERCOLATION OF SURFACE RUNOFF m ..pp.. MAN HOLE O - O D O O LT3 INTO THE SOIL EXAMPLES INCLUDE:NATURAL VEGATATION,WOOD CHIPS,MULCH, O o � � "' 13.0' � �--•--- �-� - �-(� •< GRAVEL,AND SAND.FERTILIZERS AND IRRIGATION MAY NOT BE USED WITHIN O59.3' 24.8 3 - N RWECOSINGU Al-------- -4 1 C, _ ^ 2T-8 17'T PATIO 16008.1.SEPTA T I THE NONTURF BUFFER AREA. v j 0� ^� PDECCKEC ___'>i__ ___ 1075 SF PUNTER B2 O 10'0' i iJ•1 PERMISSIBLE VEGETATION TO BE PLANTED IN NONTURF BUFFER AREA: N m O1 kk++�� +++++JA XTENSION- GRASSES/FLOWERS/HERBACEOUS PERENNIALS SHRUBS: m`1 D P A N I G 160.1"7FFr ,�... 7.0', w I'me.x16'aee9 OI z, L �/ 1 - I LEACHING POOL 1 Ili >BUCK GRASS(JUNCUS GERARDI) >GROUNDSEL BUSH DIACCHARIS HALMIFOLW -� ;L Sn PROROSED LOCKING rM I W H PROPOSED 5.510' Eld PLANTER :CAST IRON /// >SPIKEGPASS(DISTICHUS SPICATA) >MARSH ELDER(NA FRUTENSCENS) I '. ' LOWER REPLACE EXISTING SPh 1 MAN HOLE I -� L. 36'%18'INGROVND POOL (, ' I Bldg Dept copy from ZBA I EXISTING SI I' DECK O. 5 ']' •• `,. >SALT-MARSH ASTER(ASTER TENUIFOUVf) >BEACH ROSE(0.OSA RVCASA) WITH NEW 40'X18'POOL L FK /; Q 0 I 20'6"x GRA 1 OUSE , �o Final reviyewed do4 menta >SEASIDE PLANTAIN(PLANTAGO MARITIME) >BEACH PLUM(PRUNUS MARITIME) I :68.0' PATIO ON GRADE 113'' \•� E%PANSIOW 11 m-4 T d•"` File 1P. 2 j >SEA LAVENDER NMONIUM CAROLINIANUM) >STAGHORN OR SMOOTH SUMAC(THUS SP) I ` = ', im � POOL I 4 �fAd�^ v/ I EX.RRE ':,i' - �W- -r r OUTDOOR' p >PURPLE OR PINK GERARDIA(GERARDIA MARITIME) >NORTHERN BAYBERRY(MYRICA PENNSYLVANICA) I P" ;.67 4' PROPDV XOSED IRRK.ATICN E SHOWER I 7 tie I - •ARROW GRASS(TRIGLOCHINMARITIME) >INKRERRY(ILEX GUBRA) LONG I 1'-� ( PATIO ON GRADE, , , __ o wp7' Da OL LCAT H W N h 1 EPUCE EXI INTGj ETARIINGWAU.(71.IJ O >JOINED GL.ASSWORT(SAUCORNIA FUROPEA) >WINTERBERRY BLEX VMTICIUATy I EXPANSION q.O 3'i'DEEP X IS COU E0. 0. - E } '� N PROPOSED _ BAS .� � H ISLAND w/STORAGE B LOW T BE EXIS IN r p POOLHOUSE I r� I ;51.6' ) EXI PATIO TO BE d. >SALT-MARSH FLEABANE(PLUCHEA PURPURASCENS) TREES. z O IN ONE(STING ECK STATQ', (,•deep S O U N D W I ''>' 1 V PERGOLA REMOVED 1 i >EASTERN RED CEDAR(IUNIPE0.Ut VIRGINIANVS) ABOVE // \ / >SEASIDE GOLDENROD(SOLIDAGO SEMPERVIRENS) O j I� j5,]' O I - WATERLINE/DRAINPIPE INTE0.IE- - / n TO BE INSTALLED AND PROTECTED PER >BLACK CHERRY(PRUNUS SEROTINA) B� � LL A••• 23.0' ' >SWRCMGRASS(PANICUM VIRGNM) N m �1 ^,< EXISTIJ"' � � SCHI 101 OF ROSSINGMINI U � >WHITE OR BUCK OAK(QUERCUS SP) ° } WITHINID'OF CROSSING MINIMUM ,''�: IN.HYEDLRATTo 56,9'4'h LFENCEi V >VIRGINIA CREEPER(PARTHENOCISSUS QUINQUEFOLIA) W 2STY HOUSE VERTICAL SEPERATION:IB" /) ) (MIN.10'SEPERATION) >SHAGBARK HICKORY(CARYA OVATA) 01 151.8' ®•. we ra 1'. 25PSOOga1 NIFJ Z, 6 >COASTAL PANKGRASS(PAN)CVM AMAAULVM) � -� 1, x. '•,• ' >PITCH PINE(PINUS RIGIDA) P-J o I ILL i e I BASIN -\ AREA:3640 SQ FT. >AMERICAN BEACHGRASS(AMMOPHILA BREVRIGULATA FERN) LL "••„•• `8die. B'dls. B'dia. 608 CU.FT 2'/M k 1 h '._______________--------- N O ••• .�F-14'd.ep II 14'd 4'deeP1 N ADD CATCH BASIN 1 T E ppcc >fHOREJVNIPE0.(JUNIPERVS CONFERTA) >AMERICAN HOLLY BLEX OPACA) 1 Ia _ I Ifl ' _ \ OW \_/ w/DRYWELL B'dl..,I6N Z N >TUPELO DMSA SYLVATICA) 1 �- U/G TANKANEO a I/SeIeP\I-•••••,•, 3, 0 676 CU.FT.CAPACITY EL.60.5 O .� >WITCH HAZEL AMAMELSVIRGINIANA 1 - FLOWERING DOGWOOD(CORNUS FLORIDA) ) 100'fROM TOP OF BLUFF y _---___.- - =W- - - - _ _ v-- > _ METER ID 1 \lYr � _ - OH '-•.-- �. HYDRANT 62 '* 393.97 ° >SASSAFRAS(SASSAFRAS AIBIDUM) 90°00'00" U_ L� •v a_ NONTURFF BUFFER WITH PERMISSIBLE VEGATATIONI ; D AWN:MH M�0, AS APPROVED BY TOWN TRUSTEES(SEE CHART) D LOP ED PUBLIC JOB#: SITE PLAN . EXISTING GRAVEL DRIVEWAY Wednesday,April 10,20 9 ,�Q SHEETNUMBER: SCALE: 1" = 20'-0' S1 REVISIONS: �, � 'i.•`' �*„<.„„� �:_ � �� �ic r'+ •. Irl __•--'_'----_' __'''_ •r-".:r. -.f�1Z' -- ___ ___.,, _ r _;^,�. +;it�'"ir'-'F�yf+�- r' • '.r��'^'N>W�-=~r-��r � f 1. f f,fr J , j iJ J y 1:.1 1 ifi I 7�s 0' �x .I d _ i cf•, Y�i'v ! f" J <y f...•...-r. Tc, fd ��. .�I Y ,�fPt 1; t f. r •i iM1 s• r ' a gg ;. ,rp,� '•l i� l ,� r _ �r "' }r,y' '�I' f' v• ,d.:. ',iv .t' 1� ,�r, asl�b 1� .{ /� l *.; .'";5. 'r - d� �, +rel' M.�.' „gip •( +"w" �� ,�h' i j� y' t �" ,y.,,_-.,,....,.,y,.• �' � 1 i , � i Oft, sVR ..,:s '+ ��%,f,{(' 'r'. �r` :I •Y�� � > I t., 6. f J w � �+r '''. �*— '_1J '��.-,,,,� 1.f`:;�'� _ •! 'if�'� F yy' ,;�.F t & `'f a i- } 1. .1 •e k' a ri '�.' / .'iiri :V` ' /•� _" T-� (a-_I 9 - .lt�i� �• -• '}__' ��'� r I„•'A F _ � ••� a dt:,c r; { - _�.I ... '�"e' �d' „!,i �d� .1r`�, - ..Y� r;,,:_�' "�' � � A.� �”:l i, •� L '.kn:Lt \ 19- t { _ L'J y��s .C'�. :a � i,��,. :_C< �A!"" -. Sg°'frt Y r• f-, ["1 '2r,i_, h I - -.r i} N�4+F-nf'I`ai.. 4YI",: >,��,'�,75{:•:'" ki, r.'r•`•:t f YS-a -'F j' �•.. h '} ?r :'Ih, a •_ K� _#^'3•,i4ps 77pp {•, i ,:�,,,«+'a, s aG -I t { q - —J.. � �?/ * I, Z r '•,t°"- °i rF .�}' >A s, � .F- W 7Q� ,I.. II 3 t.`,r t „y O ' " �,�,,,, ,.. ,�,�..r .ate"` try r <r {� f, ,b waSA•'`� ..}t gi.v O O P-: SOUTH-WEST PERSPECTIVE VIEW a� "y - a HOUSE PERGOLA Q NORTH-EAST PERSPECTIVE VIEW HOUSE PERGOLA a 'r�.,Lri.S<�x,4'S'��• �,...Y, '.,,ate.._�11'T t����<����_�!L x� 4 -, e 's "a �"L 3•,�^1ri,•.k k'.c`..y,r ! IMAGES BY �� _ - { �. . ; MARSHALL PAETZEL : ' = ria b ;: . ` I LANDSCAPE ARCHITECTURE 3 - w 1 v ' A w 1 ' 3 n• _� y.-.,^`5'r�-,+` '��. 3 ,I `•'ae�,+`i;w M 9 - y r,�d ' t - _ o ;!. b '�'. .L-_ ..i kr'�k'� s r}7 tw y ^ � ..�_ -�•�'4 y l,°, �,',�.I. � +§ '- � � � O r.^a y4 Y } .. tI ''�, M, . nw- •+f '. K Oyu q,F, "nr`u''} ���, a�� w' "�,'��� ����,a...,.w��� �- ; �-'- ��- `.j� "wx•�'� '��l t�n�rH�*'��� K1 � v a.G !9 f t ♦{ ^ " ''r fir; t ( i r r ,1,r,a:+F--..""W" � E - 1 ,ti y C Lr :. SOUTH—WEST PERSPECTIVE VIEW Ln LnU HOUSE PERGOLA N o W 3 } { - E t �•a y, ( �� tt,L J , , o Ln t�. .ss.ls°.svaroFu..e"yro:. _, r ._ y. t �_1�.. x.:�:l.i "'- t,<�M •... .,1 x Bldg Dept copy from ZBA r 4 y Final reviewed documenf§ �y lji, `73 i" H 1 A 11 NORTH PERSPECTIVE VIEW _ 1 M POOL PERGOLA ' DRAWN:MFI/MS SCALE: 1/4"=1,_0. ��♦ Ah ' s J JOB#: EAST PERSPECTIVE VIEW January Y P„� SHEET NUMBER. POOL PERGOLA A-1 REVISIONS, \D I I I i I O ❑ I I 0 r D - __ ra e__ v a s 6X6 ACF POST w ' ' ___________ -------------- 3X3 CEDAR 3X3 CEDAR 3X3 CE AR 16X16 PIER w/ cP LANDING N5 REBAR @12"OC 2'X2'XI'FTG. _ �__K� i AND AT FTG. BRACKET BRACKET BRACK - N ';BELOVGRADE c,U)2X10 ACQ GIRDER'••-' ,6 ACQ POST •--"r• 6X6 ACQ POST '•-' •' N i6 31 TT ® I - ------is 112"dia.PIER w/ �i ®� 16X16.PIER w/ 'jl.®'� ------------------------------------- - _________ __ _ LL '�'XTXVFTG. 1' 2'X2'X1'FTG. I I - +--}BELOW GRADE •-- -r• YBELOW GRADE •-- i-• 4'-5' 6'-8" 6 7" .z- EXISTING UPPER DECK NEW UPPER DECK /--1 17 6X6 ACQ POST.ANCiOR TO O NEW CONC.RETAIN NG WALL i ~ �1 6X6 ACQ POST r 12"dia.PIER w/ Q 9 Q ' I 2'X2'Xl'FTG. DRIVEWAY 3'BELOW GRADE a EX,(2)2X10 ACQ GIRDER i i (2)2X10 ACQ GIRDER : ' [��, 0-' P. x. C—]' z ❑ _oi- '----=s= =:===oo=c==oop ❑ =F-=❑====='=o= Q ao Q_a=_==c=c'_=c====v�= O , j ^ O O _ _ INSTALL(1)2X12 ACQ GIRDER ALONG POSTS FOR LOWER DECK 17'-61/2 10'-7" " de Q 6X6 ACQ POST - 6X6 ACQ POST - 16X16 PIER w/ ®++ 16X16 PIER w/ -- 2'X2'XI'FTG. 2'X2'XI'FTG. "--'3'BELOW GRADE --' 3'BELOW GRADE •--- O I I (2)2X10 ACQ GIRDER i= _ ❑ ------- _ ❑ is I NEW LOWER DECK i_~_�y------------ C _==_ -- i H ' STEEL COLUMNS TO CONTINUE TO 16X16 PIER i (AT GRADE LEVEL+/-). SECURE COLUMS WITH 'X6 ACQ POST IOXT0(min)BASE PLATE WITH(4)1-BOLTS.WASHERS. NUTS.ALL N ' BE 126dia .CONC.PIER ' STAINLESS L.N SS STEECLUDI NG O NCH RSD OR W 24"X24"X12"FTG. X16 PIERS TO HAVE(4)NS VERTICLE REBAR, E PROJECT N0RTH PROPOSED-FOUNDATION PLAN 3'BELOW GRADE CONTINUE TO FOOTING. (TYPICAL) S SCALE: 1/4" = 1' y - i- (2j 2X10 ACQ GIRDEk (21 2X10 ACQ GIRDEQ 12)2X10 ACQ GIRDER- --------------- -------------- O � Q 3 3 A ' O U W O U � � UTIL" ENTRY I aosET C CDRAZD L TUB/SHOWER N CEIL G N 5'-111/4"x Y-ll'/a" 1111'/4'x V4 11/4' 5'-ll'/a"x -Il%" 2'-ll'/o"x V-71/4" > RELOCATE EX.DOOR 3'.111/4"x 3'd1/4" FWGD60611 L ACW3040.3 RSL i N a/ TEMPERED qCW 04 2 L AAN301B V a ADD APWI468 F AAN4034 V 5'-11'/"X 6'-0'." G o "— TO CENTER ON 5X5X1/4 TUBE STEEL I� 1 TEMPERED r TEMPERED SIDELIGHT I X .Ca A W3 40- LR AAN2020 V. 1 WATER SIDE DOOR COLUMN, ,BOX IN BE N m 'p, O ---------------------------_ ---------_----------- - --- -_ =_-- N ------HSS5X6 f4-TL1Bf5{fE61RDER----- TEMPEREDv - -� - -—-f—-—- -- - - - - - - -------------------------- o 1. I . . i HSS SX6X1/4TUBE STEELGIRDER I w `0 �f LI i I I I I I '� _ ______ i i O 6 aw -_- i I 6D o `P .I. ------------------ i g w� I � �ce�eE.eua��at �'�"� c 4 .`m>y�' � N I 5I , I y I ' _ E - ( w w: I : UPPER DECK I I � w C w E_____ ______ w �I 1 IL i N G G G! (BY OTHERS) w O W ---------------- HSS HS 5X6 1/4 TUBE;IEEI.GIRDER H" H I ' I 't- H I PROPOSED 1ST. FLOOR PLAN ' x p' ` ` ' 'a � X i I I I X X N i� /2)C8 IPE PJ @1b:Y)rJ 'X^ I i I vi 'X^ SCALE: 1/4" = 1' I I I I I I r W E _ -X5XI/4 TUBE STEEL U N CO.UMN.BOX IN TO BE --'""_-- ------- I I__ I _ O 10X10 0 S.(TYP) I I I ' I HSS SX6Xf4TUQESTT��,LGIRDER_. ------------------------- 61dg De - - - - - - pt coPY from ZBA ---------- ------------- ------------------------ ---------------------------- Flna(revfewed doCUR1@nt5 8'-91/4" 8'-9v4' 10'-7" �teFlle 7j%3 BOX OUT ALL ACQ BEAIAS TO BE 10X10 PLATE AROUND GIRDER,WITH 2X ACQ (RIP TO 7-3/4)AND WRA>PED WITH 1X10 IPE(ALL 4 SIDES).FLASH AS REQUIRED. LOWER DECK x PATE COLUMNS WITH IXIO4 ACQ AND WRAP WITH 1X10 IPE. ---------------------------- Q' ALL STEEL TO BE WELDID TOGETHER. �I COLUMNS TO ANCHOR FO PIER BELOW IG _ 9 FINISH DETAILS(COUNTIR,SEATING,etc. p /� SEE LANDSCAPE AFCHITECT p \ 1 W l:', y f DRAWN:MH/MS ICS` ` C/ SCALE: 1/4"=1'-0" { JOB#. January 29,2019 SHEET NUMB/-ERR: L 1 2 REVISIONS: 5X5XI/4 TUBE STEEL COLUMN,BOX IN TO BE 10X10-O.S. (fYP) ------ --15�--- W6X25 STEEL GIRDER W6X25 STEEL GIRDER it i - i Z = iliii 5X6 TUBE STEEL 5X6 TUBE STEEL ........... GIRDER------------ ------ --i I w W6------GIRDER _ w' I –�—•—•-------•—•- -------------= w GIRDER 2X2 IPE SLATS @8"OC GIRDER X------------------------------------• ------------------------------- ----M I W o l ; l I N U z a X8 IPE PERGOLA JOISTS @16" OC46 m ao I Q W6X25 STEEL GIRDER ---- W6X25 STEEL GIRDER ' I� 2X101PE I I 13-5" 13'-5' BOX OUT ALL ACQ BEAMS TO BE TOXIO I-"I �+ Q I 1 1X10 IPE WRAP 1 1 1X10 IPE WRAP PLATE AROUND GIRDERS WITH 2X ACQ a '•C,' I I LOUV ERS it (RIP AS REQ,)AND WRAPPED WITH IXIO H'•'� I 1 2 6'- 5' IPE(ALL 4 SIDES).FLASH AT BASE NEAR POOL Q O WITH RUBBERIZED PROTECTION.PLATE ^ 8 1 I ii II' i ( 1 27'-8" IOP COLUMNS WITH 5/4 ACQ AND WRAP WITH H a I E. ALL STEEL TO BE WELDED TOGETHER. COLUMNS TO ANCHOR TO PIER BELOW FLOOR PLAN PROJECT NORTH NEW CABLE RAILING SCALE: 1/4" = 1' W O 1 1 EXISTING 2X10 DJs O I O ¢ 0 EX. GIRDER I z 5X5X1/4 I I 2X10 ACQ DJ @16"OC o TUBE STEEL COLUMN EX. 6X6 POST 2X12 ACQ XI/4 (2) 2X10 ACQ W6X26 STEEL W o GIRDER TUBE STEEL COLUMN GIRDER I + GIRDER --_— 16X16 CONC. PIER EX. PEER IF 16X16 CONCCSHADESHADE . PIER 12"dia. CON . O (4) #5 VERT. REBAR (4) #5 VERT. REBAR PIER ; ; 1X10 IPE ' I WRAP I I I I 1 I I I 24"X24"X12" 24"X24"X12" 24"X24"X12" CONC. FTG. CONC. FTG. CONC. FTG. 1X10 IPE ' ' ' ' 1X10 IPE o I I I I 2 � rn ' WRAP I I I I WRAP O o X o '• b z � EXISTING FOUNDATION 5X5X1/4 u CROSS SECTION 5X5X1/4 TUBE STEEL E v TUBE STEEL COLUMN W 11 SCALE. 1/211 = 11 I I COLUMN I I I I IN I I I I Q 16X16 CONC. PIER u Ln (4) #5 VERT. REBAR o =Date- u POOL CONC. WALL (VIF) 24"X24"X12"CONC. FTG. x z It CROSS SECTION- 1 V� — 1 SCALE: 1/411 — 1 -011 o t� DRAWN.MH/MS "y♦ G`g x SCALE. 114"=P-0" t JOB H: �- January 29,2019 SHEET NUMBER: A.-3 CODE: 2015 IRC, 2016 NYS REVISIONS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNE WIND SEISMIC FR05T WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETA1L DRAWINGS SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO11 NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. TO HEAVY MODERATE • 4"MAX. SOIL COMPACTION: ` L 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. M'NIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDTIONS PRIOR TO L. AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D1557) COMPACT THE SOIL AT 12" LIFTS(TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: Z 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RAFTER All fasteners,hangers and anchors to be galvinized or stainless steel. -Q JACK STUDS 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @'6"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall ' RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBERI DESCRIPTION I APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft,below grade. �7 STAIR RAILING LOCATION USP NUMBER I DESCRIPTION IAPPLICATION I 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EAG-1 RAFTER/LEDGER [ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP I APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga.SLOPE HANGER APPLY TO EAC-1 RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD I""t 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing 1.1/2"SPACE and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers frl lUM and nuts at 16"o.c. O M-INI�Mf6).Concrete piers shall be a minimum 6"above grade. W z HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. p� A 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal " z POST for any contact with ACQ. O_ TOP PLATE TOP PLATE U U BALUSTERS O � rn WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: 0 All required handrails shall be of one of the following types41 I F--I OPEN BALUSTER ATTACHED TO WALL - h—i or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1.Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RATER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION dPPLICATION YP LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CONNECT EACH than 2 Inches.If the handraill is is n not circular It shall have a SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RATER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RATER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS than 6-1/4 inches with a maximum cross section of PLATE/WALL SPTH4 STUD PLATE ANCHOR dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE8"•12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type II.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a 'Tv 4"MAX. distance of 3/4 inch measured vertically from the tallest �•l••( portion of the profile and achieve a depth of at least 5/16 (� 4"DIA.MAXIMUM inch within 7/8 inch below the widest portion of the W GIRDER/HEADER 0profile.The required depth shall continue for at least 3/8 O 7 O Inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the 3 GIRDER/HEADER handrail above the recess shall be 1.1/4 inches to a W W ° maximum of 2-3/4 inches.Edges shall have a minimum n j z JOIST POST/COLUMN ° radius of 0.01 inches. !-'-1 Q ZD °° POST/COLUMN t-O-�t 0 H NAILING SCHEDULELJw Fri Q GIRDER/HEADER ROOF SHEATHINGo OINT DESCRIPTION NAIL NAIL NOTES POST-TO-GIRDER/HEADER CONNECTION QTY. SPACING LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d AS PER TABLE 3.8r I WFCM_SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK PORCH RAILING LOCATION JUSPNUMBER1 DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: JOIST TO GIRDER/HEADERI RTIO ITYDOWN ANCHOR CONNECT TO EACH JOISTI HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL o TOP PLATE 10'WALL:4-8d COMMOI, RATER CEILING JOIST 8'WALL:3-8d COMMON EACH m G a TOE-NAIL TO TOP PLATE i0'WALL:48d COMMOI, JOIST � CEILING JOIST TO ° STU AS PER TABLE 3.7 EACH FACE x Y ® BEARING PLATE PARALLEL RAFTER WFCM-SBC LAP NAIL rS cn 0 GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O ��+ a'.". F„ OVER PARTITION WFCM-SBC LAP NAIL r w @iiA COLLAR TIE AS PER TABLE 3.4 EACH FACEM y rn E TO RAFTER WFCM-SBCEND NAIL 00;E ° WOOD JOIST BI g Dept copy fro B;4 o q BLOCKING EACH TOE w m 2 LEDGER II TO RAFTER •8d COMMON END NAIL Final reviewed doc efF, m 0 GIRDER/HEADER I I CONCRETE PIER TO RRIM OT RD END NAEACH D Date ZDA File 2-16d COMMONC WOOD JOIST �" WOOD JOIST " WALL FRAMING: 0 W 3 JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING FLUSH JOISTS WITH HEADER GIRDER DOUB'_E 2x TOP PLATE TO PER CEILING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) TOP PLATE 2-16d COMMO FOOT FACE NAIL FOR WADER HEADER/GIRDER-TO-POST CONNECTION to I LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I TOP PLATES AT JOINTS FACE W IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I OR 8'AM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4•16d COMMO EA.SIDE NAIL r l TO ALLOW FOR SHRINKAGE. ROD I (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE l / U REQUIRED I 2_16d COMMO MMM I STUD O.C. NAIL FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE 16d COMMON FLASHING TUCKED UNDER I HEADER ALONG EDGES NAIL Q, I I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3_16d COMMO PER 2x6 STUD NAIL N LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: u PIECE OF SIDING BELOW THREAI�D ROD FLOOR JOIST,BAND JOIST, 2-16d COMMO FPER OOT FACE NAIL r®1 1/2"DIA.LAG BOLTS W/WASHERS —CNW COUPLER NUT END JOIST OR BLOCKING CONNECTED TO BLDG.@16"OC STRINGER 916•c POST MINIMUM DECK FRAMING: RITHRU- END DISTANCE NAIL NAIL V ROTS JOINT DESCRIPTION s , QTY. SPACING NOTES xCG ANCHOR .a" JOIST TO: PER TOE ANCHOR 4-8d COMMO .14 FLOOR FRAMING a "A 'LER 16'TREAD - MINIM M s SILL.TOP PLATE OR GIRDER JOIST NAIL 2x JOISTS I o END ANICE ° BRIDGING a 12"x12"x12" 2-8d COMMO EACH TOE GRADEe — cora'sUe v o .gJ'', CONCRETE FOOTING ."�� TO JOIST END NAIL BLOCKING FOR AS REQ) a.pqBLOCKINGEACH TO, JOIST HANGER p• . ,s^V s^V TO JOIST "\ LAG BOLTS e•el.. DECK PIER y END N E A 0 'D ." CONIC "' PER PUN 2•Bd COMMO C 3•_0 BLOCKING TO: EACH n a="PIER HOLLOW COLUMN UPLIFT 3•16d COMMO SC RIM JOIST/BD. >• -°- o��°-- SILL OR TOP PLATE BLOCK 6. p n• °`•• SIMPSON STRONG TIE MODEL STRU/2 LEDGER STRIP EACH s �' n C i .�e• INSTALL AS PER MANUFACTURE'S RECOMNDATIONS DECK POST FTG.CONNECTION TO BEAM 3•16d COMMO JOIST H �dl � LOCATION USPNUMBER DESCRIPTION APPLICATION s•` I r, DRAWN:MH MS JOIST ON LEDGER PER aa OE a 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3-Bd COMMO JOIST P IL )/�F' SCALE 1!4"=1'-0" DI CH LEDGER CONNECTION .• � �d JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BTO JOIST 3•16d COMMO JPEROIST ; "R' q A'4 ry Janua 29,2019 BAND JOIST TO: 2-16d COMMO PER TOE N�14ICG N'_ SHEET NUMBER: � ' SILL OR TOP PLATE FOOT A-4 REVISIONS Sp�GO�N --------- ------------------------ -- •� {�� --- -------------------------- ( 1. r • ' , V " 7+ ", 1°. 2 F3/ '." ?c 4; F';3 F R 111 �(l� 1 , I , r..�LF,�I J11`•{�1 li^ .1 Gli I��J��':.J. 00 I 1 1 2^ 1'r1! - r� C V0. N,3 ^ P I" B!"!' G. l� 1",',� Y fV,SIF„!+ i Cc L.,1{'.fl f,,i.`.,ia LTJ 060 1 3. ItMILATION n. FINALSTORA E STORAGESTORAGE - CUI I...I fUC II"ail'; i�ii;3 T° A HALL 1 ' E - C�JM L ETE FOR C:0, ALL CONSTRUCTION! c:ii`:..! MEET THE 6'-4" 6'-4” 6'-4" 4'-5�/2" 3'-61' 5� " 3'— 13'-0" , 11'-2" f feOtJIR MENTS Cf THE GUS'ES Or NF��� 5"-0" 5'-0" 5'-0" 3'-U' 1 EW STAIR LAUNDRY ROOM YORK STATE. NOT RESPOiNSI?LE FOR 0 `L ELOCATEWASHER/ RYER/SINK 0_':_ �!GN 0,1COPISTRUCTION ERRORS. 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(a au /16 OS ) II II I I y l I B 1 � I C"";.:Cethedrol Ced�q-»-.•.Y•e_.J.-..•»•,~•�.•.•"u.•.••..••••.••-•� e29 0.0 40A 0.024 20 J 4 DI4 or:x WW.10 L-M-a Fle*C, I,= .0 11.0 0.m7 91 e"°rsEo�"a°x° lox I \I\ ( ' 1 ( fill r f Wndoe l:Weed Fnme:Oeuble rent srith Low-E 170 0.2" ♦9 wI"xw mL iE' E I SMOG.0.31 TYPICAL WINDOW OPENING ^ � 1 I Cempfien[e Sbamme Toe WePm.d b�idin deaoibed hem a eeniirieM vial,the Mild I oil c dsubmiced mtfi g design PANEL SPAN EQUAL OR SMALLER aVa�sEoN�•wEMENnrt wU�7 te Febeenmt the 01519C mqiumin THAN 4 FEET a[Sd.'kvrn661edoplyrrtthemry and n th,R_clchek bvpxChCCk1W / II I an EIBf9nB�t lBl4iN ^e- a re^e"e2 Das;— TYPICAL DOOR OPENING e DRAWN: MH/MS PANEL SPAN GREATER THAN 4 FEET Fax*rvlt.Lrw000 nssR+sua AND EQUAL OR SMALLERSCALE: 1/4"=1'-0" rxirrlEn as asr x�iac st�l °e1ppOSOiE'O THAN 6FEET lanse3a'oc TYPICAL MULTIPLE OPENINGSJOB#: PANEL SPAN GREATER THAN 6 FEET �/ ����, Jll1 27,2018 AND EQUAL OR SMALLER orwcxx wml lex Y &�+^� WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL THAN a FEET SHEET NUMBER: AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" P,ge4t Title: Report date: 0727/18 AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS,PANELS SHALL BE PRECUT TO Dara filename:Untitled-k Page 1 aF 1 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL — CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE OUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS,SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER CRIPPLE STUD WALL STUD 0 BOTTOM PLATE O 0 RIDGE LEDGER BATHTUB �° o°O HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS 70 HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OBER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ti THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT-7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUDLS 2X10 210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC N ti WALL STUD 0. a M THROUGH-ROOF EXHAUST VENTS SELECTED AND CATED BY CONTRACTOR (r mr1 METAL STRAP LO U x Z w m Lno VENTILATION CHANNEL U ;t °p RIM BOARD AS REQUIRED O d RAFTER SILL PLATE(S) tlE N n RAFTERS TION u e=•i WOOD JOIST 1 FOUNDATION TOP PLATE BLOCKING • - - - - - 2x4 LEDGER BLOCKING 0 2x4 SOFFIT JOIST s STAPPING TO BE ATTACHED TO WALL STUDS 048"OC ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1 4"x24" 20 a. STRAP AND JACK STUDS ONTIN. SCREENED VENT / 9 RESISTANT METAL MESH WITH MESHNTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS OPENINGS OF +/4 INCH IN DIMENSION, i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS ON ALL OPENINGS / .♦� 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EAOCHECT TO RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ` INSTALL 4'0" O.C. OVER BEARING WALLS AND HEADERS FCONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOVN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL ' RAFTER I W Q WOOD JOIST TOP PLATE U GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD H FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION O INSTALL 4'0" O.C. 4" - 8" LSTA35 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION a Q ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITHO u INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR FAFTER TO PLATE THE PROPER STEEL CONNECTOR. C IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ^ ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD h-�I DBL. SILL PLATE TERMITE SHIELD �--- SILL GASKET ' 1 TYP. CONC. FOUNDATION ( A 60MIL. POLYS ''^`% DAMPPROOF EXTERIOR �a GRANULAR FILL 6MIL POLY ON EXTERIOR V � 1• � � �, I I V STEEL COLUMN RED %1 v CONC. SLAB I O a. ��4 4 ` 4� �� e / ,( r�a ( n \.A r u ANCHOR RED BOLT EMBEDMENT: // I( %" ��! �E�/IN S`s o V COMPACT FILL s° ♦ BLOCK WALL: 15" 4` �� SSG Y KEYWAY FOOTING ° V p • d 7 A " a ♦ G r,a �.a �• Q CONC. FTG. USE WITH 3x3 SQUARE WASHERS s •O ANCHOR BOLT CONNECTION (UP LBPS58 OR BP583) `� * N W O W-- Q REINFORCING BAR > r I * O DRAIN TILE p . ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I N�► xs - Q SUPPORTING MAXIMUM SPACING , SILL PLATE TO FOUNDATION - I 2 - w CRAWL SPACE OR FOUNDATION 1 STORY 72" OC �. 2 39 0 W Z TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION O�2 STORIES 36" OC E14 `4' \ Y WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION Q V WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC O Z SLAB-ON-GRADE _ ` Z) I— W 0 F- f—SUBFLOOR (n Q CONC. SLAB DOOR FRAME 6X6 10/10 WWM 'l 1.(') GARAGE JOIST O COMPACT FILL I DOOR I USE 2X8 STEEL BEAM •�� FOR BLOCKOUT 4" SLAB P.T. PLATE �/• W/ 6X6 WMM M SLOPE / 4-DRIVEWAY —�. NOTCH JOIST AND ADJUST HEIGHT `,� < 1 • a 7 1 2" (WITH A NAILING PLATE IF NEEDED) • ' .Q'� a• •" •p •� . �• •• . • TO BE APROX. 1/2" OR HIGHER THAN s _, y.e�'p s • ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE d I 'a' --cc --. a�•. _ •a 0 s a O . (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) DRAWN: MH/MS 'D .c•D A' d _ 4 d . 0 • O �• • •. i 6X6 W.W.M. — -� — a , MIN. e�5�0 ,°r s 0 a a a r� a =II o s r- SCALE: 1/4"=I'-O" + `1.0 X1.0 /1•, O s SUB FLOOR •' <I REINFORCING BAR s D ° •�` ° REINFORCING BAR e�• a Oe a•> s° ° I—II 01ST JOB#: DRAIN TILE I ►I 12" ,a 4().A O�?O�A = STEEL BEAM July 27,2018 1 s PLATE (BOLTED TO BEAM) SHEET NUMBER: • o TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. + + REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT A-5 REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:34d COMMON EACH TOE-NAIL BUILDING HEIGHT 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES �O°o 0O0 OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 O 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d CDMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) OTHER THAN SLEEPING (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS( ) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 N q q P safety P P PP w QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY � R TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-163 COMMON `r' H TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all .,.,, rn � ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 'I m 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16J COMMONJOINTS FACE fes, H INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACEy z EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16J COMMON O.C. NAIL s attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. O o HEADER TO 16"O.C. FACE 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. HEADER ALONG EDGES NAIL such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified .Y U in table 3.15a-b. TOP OR BOTTOM 2-16J COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-161 COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: o FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Z FLOOR JOIST,BAND JOIST, 2-161 COMMON length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2" 1 8 JOIST TO: PER TOE expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - P concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-Bd COMMON JOIST NAIL B).coNNECTIONSAROUNDEXTERIORWALLOPENwGs: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2•Bd COMMON EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHINGLOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2-Bd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. EE NO 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST END NAIL @ @ S TES:13 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). P P g W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 E-a 6).Crawl spaces to provided with a minimum x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 0 8x16 cast iron foundation vent for every 150 sq.ft..oof area. JOIST ON LEDGER PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL w Z N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. F"� PP S P BAND JOIST 3-16d COMMON PER END � � the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be gaivinized or stainless steel. TO JOIST JOIST NAILU 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ^ 2-16d COMMONFOOT SEE NOTE:1 F---I Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. W [-a For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 0 1).All framing techniques and methods as prescriptive design of 2006 SBC High WindNAIL NAIL O 3).Posts supporting girders shall be anchored to a 12 x12"x12"thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. QTY. S� o.c.nail spacing assumes so rafter/truss ng members wor ACING 3).Tabulated 4 inch il iheathing tft /tframing G>0.49.F 0 Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. p below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. O 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: a NAIL SPACING NAIL SPACING AT INTERMEDIATE 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and GO and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy du alvinized hangers and 8)•Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall duty g PLUMBING NOTES anchors where applicable to all connecting joists. PANELS WFCM-SBC be used. 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. ]).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,gaivinized box nails shall be permitted to be substituted for common nails. O ; >_ other access openings unless otherwise noted(typical). FLOOR SHEATHING: u Q 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ;!"I�1; > W provide adequate bracing and plates to protect and secure the structure.Verify JOINT DESCRIPTION QTY. SPACING 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P y with the 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. /'� W Y PP STRUCTURAL PANELS 6"O.C.EDGE H Sd COMMON V 1"OR LESS 12"O.C.FIELD 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED 0 under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) O Z and to form an effective fire barrier between stories,and between a top story and the roof space. HT1 D requirements. Fireblockin shall be provided in wood-frame construction in the following locations. w 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g O � needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. CO equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor V LC) 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based onwall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 .SeREpq C(O CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final nailed 6"on-center at the panel edge,If wall sheathing feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed CJ p system layout drawing and submit it to the General P g g g g G� �C Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. BEV INS 1. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirementsfor structural `f C.5, ;A adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or altemite connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Q over subfloor as per manufacture's instructions. such as shear plates,shall be used to naintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and H ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing u bee of na over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces N members,the tabulated number of nals shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. eA DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. d to be reduced tol-16d nail per foot. Q 3).All electrical work to comply with 2014 NEC. 2 SCALE: 1/4'=1-0' 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of � 39 Q' 4.Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. OF O JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g P EW torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR July 27,2018 5).For the fireblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code. EXTERIOR FIBERGLASS COLUMNSTO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP (5.7 SQ.FT.2ND.FLOOR) AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2) COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: - COVER TOP DENSIFY(PER ASTM D 698 AND AST, M D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. REVISIONS 12'-0" 8'-6" 17'-6" df O 0 6'-0" 6'-0" 6 '- '-23/4" 3'-8" 2'-7" 4'-1" 7'-6" 4'-21/2" 8/2' �O° °moo D EXISITING HOSEIB T-0"x 6'-0" TO BE RELOCAT D HOSE BIB NEW BOX BAY lr=::::: CW16-3 C15 CXW16 (REPLACE EXISTING) CXW16-2 Cif I - — - — - - — - 0o (2)1-3/4X9-1/2 ML HDR (2)2X10 HDR (2)2X10 HDR 1 (2)2X10 HDR (2)1-3/4X9-1/2 ML HDR (2)2X10 HDR (2)2X10 TEMPERED ; 1 MPERED o I 1 1 N U Qv` N U �UP1 --- U w v Ln (/� CO EXERCISE ROOM EX. BEDROOM No. 1 --------- RELOCATED _ ___ ; w u00 = p G - - EX. LIVING ROOM W s I SOLAS FORTY 6 .r --------- CATHEDRAL CEILING VENT FREE GAS CERAMIC WOOD PATTERN -------- FIREPLACE(TBD) RADIANT HEAT j� 3X6X1/4 TU (TV OVER) v� Q --SrEEr PA RAL 5 UMN) N EX. SUN ROOM 4'-0" -- - S18X54.7 STEEL BEAM(55lbs/plo [ALT.: (2)1-3/4X20 ML w/1"STEEL(90lbs/plo CATHEDRAL CEILING N -------------------------- ------ - t — - — - — - — - — - — - — - -- - — - IN b I 3X6X1/4 UBE STEEL I I I I D 1 i i z POST V� r -- -►--------- ------------------------ % -- --- --- ��j-+ ------ -------------------- ------- ----- --X ' CLEARSSORYABOVE------------------------' x i x HALL .L- -------------------------------------------------------- REVISIONS O'o 00 D 9'-81/2" 14'-4" 3'-51/2" 4'-10" 4'-101/2" 1 -83/41"-83/4' 0 N �N CW 345 ----- ---- ------------------------------------------------------------------------------, N '� (2)2X8 DF#2 HEADER, TEMPERED GLASS 1 � I I 1 ------W-- Lc) ' U e^-1 1 I 1 1 w cn I I 1 I I 1 J N I r Q 1 O W M I ry X W Q 1 QI I 1 W _ N I 1 ^ 1 n 1 11 1 07 I n 12'-0"AFF ' --------- IMPACT Z6TEMPERED v p i I --------- Lu I I I I i 2'-71/4"X2'-71/a"ea. f I X . XI T W 1 1 1 1 ---- ---- 7-AAN28285 1 �--- ----------------r--- ------'---- - MASTER BEDROOM ; -'-- �--- (3)2X8 HDR MP) I I REMOVE EX.CEILING JOISTS , O (2)2X6 POST ►--� ---- ---- CEILING HEIGHT @ 12'-0";ArF ; (TYPICAL) L.C) I ' 1 --------' `-------------------"------r------- -------------------------------------1- p (2)2X6 POST CLERESTORY L0 N N p �' i m N (TYPICAL) OPEN TO BELOW I W a d ?; N Q p (3)2X8 HDR(TYP) O O SLDG.BARN DOOR SLDG.BARN DQOR " _� 1 - ______ _____1 ____ 7-AAN2828S C C ^� ------ --- -----� ------- Q Lir M LI 1 i I I I 1 1 'p V ® (2'-71/a"X2'-71/a°ea.) ; Q ce W 21'-0" W00 ; V1 I ; Lu I 4'— '2" 4' 7/2" it I I p a ^d < i 1 1 i ; W O I I I I M Q ., 1 I I I I I I I ' i� X M WALK-IN - X • I I I I I Q iI I ' CLOSET `- -- -- X. OFFICE x o 1 I I 1 I I 1 I 1 I I I I I 0 MASTER BATH ; 12'-0"AFFLo CATHEDRAL CEILING' 1 i I I I I I I (2)2X8 DF#2 HEADER' I (2)2X8 HDR (2)2X8 DF#2 HEADER ----- ---------------------------------------------------------------------------------- CW23 A21 Y CW23 O w O 4'-7" 5'-11/2" 4'-0" 3'-0" 6'-11/2" 4'-7" M1"'I Q 4 'ow w Z 9'-81/2" 7'-0" 10'-81/2" j U Z W O < 2ND. FLOOR PLAN SCALE: 1/4" = V lZ 4 A' DRAWN: MH/MS �= SCALE: 1/4"=1'-0" JOB#: March 12 2019 SHEET NUMBER: A-3 REVISIONS 000 000 - 1-3/4X11-7/8 12 ML RIDGE 4 n 2X4 CJ @16"OC o Li 518X54.7 i.' ;i•' SEL BE BLOCK OUT 's Z 7AS REQUIRED w fk 2X6 R U t R Cn -------------------------------a RIkB G � I � I \ I _ I c-_ 3 13 11/4 11/4 1 V4 l 1a 1 I/4 11/2 \ \ O UV. W.C. uV W C. U B SH R 2 2 r �fi•l 4 3 Ili � z w� iI/211/4 I 11471n 11114 Lkv W.0 IAV' SINK1 !3-L O 2 2 ; 2 C.O.1 3 I I/4 C.O.1 11/4 1 C.O. O z 3 3 3 F� O IV4 11/4 d d. d d• ♦ •• • d• I /" ♦. d d" U SINK d" w V1 113 11�° CROSS SECTION SLOPE")/4"PER FOOT PITCH TO DRAIN TO APROVED SCALE: 1/4" = V REScheck Software Version 4.6.4 4 sEPncsys EM rte, Compliance Certificate TRAP HOO USE w T T I PLUMBING SCHEMATIC n r=1 n Project • �z • • • �_ Br LLJ O Ty Coe:d20151ECC N.T.S.• • • ' II - 1ec.Dan: C—hng—, Yorit wn:e„tvonsingle-f-17— Type: D+in-tTlr� •keration ' 1 // 1 I ( 1 ' 1• I / ( / 7 climem zarr: 4(5572 HDD) I L Iermt OeK ras*E Turf Srnn"G Permit Number Po ewmr�msatw onsvlectiOn Site: OnrMA9ent Designer/Convacmr. 2n'"Ea "r� Ct"�'" Ndzw,i SE Neck Sdr—e Ards xo to waoasorM 1 I 1 Q WS 50 AVE P.0.Bm933 Bmtn uql CK,NY is•« ( I �I I 11 I \ n I i I I ( ( , > NATTDUCuacheTre•Ny I 1 11919 7rn.EMetnr�4xF Itw'm I I I � I II � I II 1 I T31-]3dd1RE C5 C/) LID bli A Envelopessemes + 1 • 1 I 1 �1 (� c I • Lohrg 1'Ceded+l Ce:Rrg 929 ..-.00 40.0 0.024 20 Wath Wood Forme,lCRc 1,]02 D.O 13.0 0.01 93 I"Ft+"ci" te« 1 1 1 1 1 �` •I srvBs I I 1 ( 1 )I Window l:Wood Fnme:OabkPenewidr laws 1]0 0.290 49 wmmow stu merraEone+r I t1 91roc.o31 TYPICAL WINDOW OPENING "°EnaEonEtRt,:n� Iz•« I II I n R.I� I ti - �?"y�r�� �1po^-r Cempfe_Smmrnmr The,buAdlnq deign deev;bed hen:'w cmcste:rc wtd de 6uil.In,q da"a..Rec'dcenov...,d aeher PANEL SPAN EQUAL OR SMALLER m.EMS" T�1« 1 , I / 1y 1� cek d.riona submimed rich Me pinna peppp6cation.The praPexd buidmg hu boa dedgned m meee the 30191KC repi.eme�tn rn THAN 4 FEET u"oel:ucsorexs I I ` I I J � � � � 1� ,I1 AGSdw:ck Va,,.4.6.4erdmmmplyrMthe m.ndemry requi.emerrcr I�—dmrhe F:rx ck Inspeccnn Checkhrt �,�+�''' ", - "me to o TYPICAL DOOR OPENINGq K �t`�� � \ DRAWN: MH MS PANEL SPAN GREATER THAN 4 FEET r"1 P1""°00 A "m'rs AND EQUAL OR SMALLER iorEm xw�m srswa�uss sia"c " 'Cd' /" aA owu� THAN 6FEET � iYD MIR@T-0'O.G Ln.EMeEgABrt tlrvc'" °'« ye ..'' ^ }; SCAT.E: I�4n_Ir.Orr TYPICAL MULTIPLE OPENINGS " ° °" q'« e i u �" JOB#: n.ESB Dnm J PANEL SPAN GREATER THAN 6 FEET t/ �tuwuw r March 12,2019 AND EQUAL OR SMALLER nnoroB wim ic« *' �, •k�eFfAY y'� THAN8 FEET SHEET NUMBER: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ' �.Ar AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ' + WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" Project Tde: Repm dm: 07/27/38 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO Data fiknirme-Untided.rck Page 1 d I COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1-4,1609 6 5 AND TABLE 1609 1.4 OF N.Y.S.RESIDENTIAL –+"d IIS'„ — CONSTRUCTION CODE).THIS IS NOT A SUBSTTTUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 4 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. i r .%°Trrrz,%T►r. SITE DATA: SCTM # 1000-94-01-04 Z DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: O PROPERTY: 40,769 SQ.FT. 0.936ACRES PROPERTY WETLANDS: 14969 SQ.FT. BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES ESTIMATED AREA OF 3000 SQ.FT, GROUND DISTURBANCE: EXISTING HOUSE: 1701.0 SQ.FT. 6.6 (� EXISTING SUNROOM: 136.5 SQ.FT. TO REMOVE - - ` EXISTING DECK: 238.2 SQ.FT. 0.9% EXISTING POOL: 720.0 SQ,FT. 2.8% - - �-( O PROPOSED SUNROOM: 258.0 SQ.FT. 1.0% 100 CU.YD. 25 CU.YD. PROPOSED DECK ADDITION: 561.3 SQ,FT. 2.2% 6 CU.YD, 2 CU.YD- PROPOSED BALCONY: 68.0 SQ.FT. 0.3% PROPOSED POOL PERGOLA: 343.5 SQ.FT. 1.3% 6 CU.YD. 3 CU.YD. EXISTING POOLHOUSE: 628.3 SQ.FT. 2.4% EXISTING OUTDOOR SHOWER: 64.0 SQ.FT. 03% - EXISTING SPA: 49.5 SQ.FT. 0.2% EXISTING SURGE TANK: 1200ga1. EXISTING DRYWELLS: 8'dia,26vf - EXISTING RETAINING WALLS: 112 If TOTAL: 4832.3 SQ.FT. 18% 112 CU.YD. 30 CU.YD. O r� Q Q z MEETS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19,2018 O W C H U � H WELLD-j I DEVLOPED I WELL 1 L� II I _ _ ___ _ _ _- _ _ _ _ - 1q0, -- I C) I cn O HAY BALE OR SILT FENCING I rn CU y LNO MORE THAN 20'FROM I 0 M 3•••I ED p� m o P0.0PODONSITE L ' UNDEVLOPED H ^ V INDICATED ON SITE PLAN - 155.101' ' O r"1 i••'•1 u Y 12 14 16 18 2022 24 26 26 30 32 34 3638 40 42 44464850 5456 5860 64 EXISTING 6'h WOOD STOCKADE FENCE 011 52 Q CONTROL X O 62 G� 66' Box i - -'--- .... ---- 2Y� -- ----------- 62 S21°27'20 ` ' _._�_._.n ,,.,,, 6a E 1 LIE�R V PN,-._•_______ _LC , Ln_ 735'-_-'-..__'_- -------------- ------------------ S •. I [) 7 100,FROM TOP OF BLUFF - CAST.,, 4d'f��'••��'-�-•- I° �✓,y O o m 1`5DW/1 1 MANHOLE O o o !� o O O Q - 130' -' - - ` , - N RWECO SING' R750/800 �' •~ m •£ 59.3' ,. 24.8 __ .3' OFA <. .►� - EO V PROPOSED- 2T8 11` PATIO 16008.1 SEPT�TAN i I `�-' -14 �L m O ' DECK ___,.- ___ 10]5 SF PLANTER 82 ; O 10 Qi O W �'• /\ }y EXTENSIO3-•q i-i ro- D P A N I G .r...i________ .� `m Q I U f+9 7 0' i v B' 1 !60.1' lFFrl �. v \'oUJ ti ` dla.z 16 +-' derp I 72 (jf _ LEACHING POOL I fCr e EXIMNG i LIXKING �!, a IyJ N L 4J 1 DECK PRL0POSED aj SPA PLANFER (CAST IRON / •. C) E%ISTING gO'X18'POOL 'MANHOLE 2 1 #I 1' DECK C 151Y I iCI)SE 1 '68.0' 1 Me rt-.4' _ �'• EKPANSIO POOL �L 1 PATIO ON GRADE _=7 i1 ' I 1 EX.FIRE 1 = I 1 T 1 pl7 3 5' 0.RIGATION WELL i 1 167.4' .D q'h POOL FENEE '�� LONG 1�� 11 0, ,--- -- f7jl o 'CAT H W PUB CLOPED WATTERDEVW ISLAND 4.03Y•DEEP%IS-0 COUNTER 9aJ _ L^ 1 w/STORAGE BELOW TO BE t] '51.6 INSTALLED ON EXISTING DKK ^' 1 ! •••'� EXISTING /B'ma. A51 Q'. PoowousE 1 q'deep 1 7 S O U N D j 35.7' i -' `Ow/ �I m ^a EXISTING IQ 23.0' /� V O m I 2 STY HOUSE ( 6.9'1'h OL FENCE i = �,J. 01 I ®• J Q, : . 51.8' .0' 7 %lo -7I I,y 1 CATCH• L- O kl I J ------------"----------- 28.3' BASIN �!�aB dia o '2 11 0 la'daa .I Vd 1 ry 110 _ Ol Im / r •-/ EL.60.5 m I IO U!G PROPANE 0 ••'•:- /B•d..� N TANK o; 15'd,,p 1._••-•'•• E DFVLOPED N r52 -0 O O PUBLIC WATER E.1 I 100'FROM TOP OF BLUFF w _ - _ '^WATER I lYiy ._.+e' - - - ` •FIIE -W_ _ - METER H DRANT N 20012'40" W 393.97' 62 ��LE � NONTURFF BUFFER WITH PERMISSIBLE VEGATATION P4LE AS APPROVED BY TOWN TRUSTEES(SEE CHART) Df VLOPED I v PUBLIC WATER (n EXISTING GRAVEL DRIVEWAY 1 �y rn SOUND VIEW AVENUE ; SITE PLAN �� c � � . SCALE: 1" = 30'-0-1 �+ , 'yly i DRAWN: SCALE: JOB#: 4/25/2019 SHEET NUMBER: S- 1 ---------------------------- 10W F--i --—-—-—-—-—-—-—-—-—-—-—-- DII nQ 00 h� I -- -- // .., 0 N W w 00 TA I I I I I I I ml� -p m I I I I I I I I PI, PI z ,,4 H I CD NN SOUTH ELEVATION m ° cn v v SCALE: 3/16" = V-0" mCTIo " ova° 0 v Lo U m ON .mo cn N .I.- W -4 W V O TET cn Emil 00 Lj I N x o � I _ _ o "oo< '{ Shy 7 ��4� a •�R•'•'"e k 4 j fj � «; •✓ DRAWN: . • . . . , . . . .. ._ .•. ., 1°�' v�' �� �n!"�� '^ SCALE: w,.:.. WESTELEVATION f '-� �` JOB 4/25/2019 SHEET NUMBER: SCALE: 3/16" = V-0" IN A-1 w �y de Q Q w Fol �D c) I I I I I 1 77770 WWW __-___________________ Q a ❑ aooao � � � o m 00 ------------ - // w 0 0 v N oXo Lo 7� 4 19 rn v O .a e�-i !� O� iv Ln a n LC) U m a �,ItS - Cly 00 N o NORTH ELEVATION SCALE: 3/16" = 1'-0" w d O und N N IN SC F�e f rc .: .► 2 N DRAWN: SCALE: x.. sa. JOB#: 4/25/2019 L%L23 "�O SHEET NUMBER: A-2 ------------------------------------- 1 , 1 , 1 ------------------------------- 1 I � 1 I O------------------------ ; 1 1 ;I------------------------I, 1 1 1 f LTI Lo 1 1 1 1 1 1 1 I 1 1 I #5 REBAR @12-OC I 15'-0" 5'-0" " I , pV - ---AND-AT-FTS---------------- I • I 111 2'-9„ ,_1� _ O I 1 1 1 1 1 lol � LAUNDRY ROOM I'"I `" ° RELOCATE WASHER/DRYER/SINK - 1 ' ' CUT OUT OPENING 11F-ll 16'-81/2" 3 2 7 —8/2 ;---------; SUNROOM FOR DOOR I v I I I I I 2'-4" 2'-4" I D I I I I / ` I I I • I W D I EJECTOR IPUMP FG-1 3L"SUBFLOOR X10 DF#2 FJ @16"OC = - - -- -- NEW -- ING GIRDER ' ----' ' ' ' ' ' I o O STORAGE(TO INSULATE) ' i "I 17" (6)#5 REBAR OVER w ' CO EXISTING SUNROOM FOUNDATION 1 Ln 8X8X1/2 L-SHAPE : HALL TO BE REMOVED.NEW FOUNDATION r CV STIRRUP @6"OC ` I �-{ W STEEL OVER + TO BE 8'4"h.(8"DOWN FROM EXISTING)� OPENING d, = oc ' " -- ---- 16'-1" a 16 -21/2I ^ > 71Z • F--� z ., 777 a;, g"pC ' I STAIRWELL a WALL ; STORAGE UNFINISHED o ET1 �D ' FINISH WALLSE— a b- 2X10 FJ Ca)16"OC 4"CONIC.SLAB FLUSH DRAIN :AL ROOM ' ° I " , • d. •. 16"X8"FTG. Ln ' (2)#5 REBAR 1 r------------- ' -0 1 ' CONNECT TO ' DRYWELL ■ -- ---- O I (D . I I I O I 8"CONIC.BLK.WALL - - - - o e ' I � a-' .v m �i O PARTIAL — 1 `& 1 / / L. -.t- ---------------------------- #5--------------------------- , 11 1 0 LANDING ;/ / ' #SAND AT FTG. C m m p SCALE: 1/4" = 1 -0xcllA '(2)2X10 ACQ GIRDER' '*--'6X6 ACQ POST --- ' ' •-- + ' O x 0 :~ 1 4_L____ ______11 11 � /,�\ 1 1 1 I TT IlY"dia.PIER w/ 1 1 + 1 I I ,I I �' )-I v ''X2NI'FTG. U z v ---' 6'-8" `- Lo �--3 BELOW GRAD /O /-----r' •---i-' r~ \ / %0 I / ' O ' / ' r ' EXIST[ G UPPER DECK ; NEW UPPER DECK I rn U 1 i N / N q v 1 ow 7 ' x , V , ,� NG R/js � "'� / 1 'Q � X � ' 1 N 1 VJ _/_� ' W 1 - 1 EX.1(2)2X10 ACQ GIRDER r ' 1 i (2)2X10 ACQ GIRDER i i ' (Q�' 1 A 1 1 1 1 I // ---- 1 1 1 1 1 1 1 1 1 1 1 1 == ===L==`==L==rG=�y===F�= =_�_ =5� E!xr�=========-======'=�O'�='=� ---------------- ------------- ----------------- ------------------------- p 1 I 1 - I 1 tal -- --; 1 I 1 INSTALL(1)2X12 ACQ GIRDER ALONG POSTS FOR LOWER6' '-6'1 ' N I 1 1 1 0 (~ NEW CABLE RAILING ' l O ; ----- •----- 1 EXISTING 2 0 DJs _O I , :0 1 I (2)2X10 ACQ GIRDER V EX.GIRDER 1 o NEW LOWER DECK ------------ ___--___-___ 1 1 2X10 ACQ DJ @16"OC -- EX.6X6 POST 2X12 ACQ 5X5X1/4 (2)2X10 ACQ I + GIRDER TUBE STEEL COLUMN GIRDER N , 1 ' ' 6X6 ACQ POST ' 1 EX.PIER 16X16 CONC.PIER 12"dia.CONC. ; 12"dia.CONC.PIER OI (4)#5 VERT.REBAR PIER 24"X24"Xl2"FTG. ; EXISTING I 3'BELOW GRADE FOUNDATION (TYPICAL) 24"X24"X12" 24"X24"X12" 1 1 ,, (21 2X10 ACQ GIRDEk (2}2X10 ACQ GIRDEk 12)2X10 ACQ GIRDERI I ' \.. .., CONC.FTG. CONC.FTG. DR-AWN -------- ____________ ________________ .r_______________►- ' SCALE EXISTINGdyml+� FOUNDATION — 5'-9 5v-9 ;'�, -, k c JOB#: PARTIAL SE ti 4/25/2019 SCALE: 1/4" = 1'-�" —6 lo'/61 �3�Q �o SHEET NUMBER: FOUNDATIONPLAN 1 CURRENT D)TOTO BEOREMOVED AND NENSTRUCTED- W ONES TO BE B �'7t5-FNFY HEIGHTS. Gd D -A11`D SCALE: 1/4" = 1'-0" A ON . LOOR PLAN. A- 3 2.CONCRETE WALL TO BE 8"THICK,DAMPPROOF EXTERIOR TO CODE. 38 — ol 4 17'—O 2„ J J J J O 1 I BALCONY ABOVE � � � � � (" 1 - / / � .� � � � („ � / �/ ( .� � ( � �- � �- � � �- � � , 1 REMOVE RIM JOIST AS REQ. cD y r r J ^ -1 - 1 AT CANTILEVER.NEW JOISTS HOSE I TO BE INSTALLED AS INDICATED. BIB 1 INSTALL SOLID BLOCKING BETWEEN EACH JOIST 0 , O , 86 1 I I 1 v 1 a , x o ACW3060-3 RSL O (2)2X10 HDR 1--I -- --- EXERCISE ROOM BEDROOM No. 1 --- ----- I I ----------, Q _________ II 1 N 1 oG ^ 1 1 � F--1 1 1 LLA 0 --------- LIVING ROOM I 1 X 0 1 1 N m _________ 1 I 1 1 N 1 1 ------ 1 1 -- I I 1 1 1 I I I 1 1 -- BLT. 1 1 IN , 1 1 O CLERESTORY ABOVE ' O 1 1 H Z 1 1 2 °C4� SUN ROOM -i o a Luz 1 y HALL •----------------------------------------- RE-BUILD m Z cS ------------------- -- CATHEDRAL CEILING o PROVIDE ELECTRIC SHADES V o w U .-. Q m N Q O •----------• m �] 6' , i----I 1 1 Q m ~ 1 p U o F�- BATH ' I 1 1 1 a \O � i 1 1 1 No. 1 ' ---_1 1 1 O BATH ' 1 1 No. 2 48. --------- BEDROOM No. 2 O '----------' 1 1 1 RELOCATED O TV ROOM KITCHEN 1 1 0 > o a 1 1 = 1 1 o w 1 1 X p a O m ENTRY w 1 1 v f- cv v UTILITY ('f) o /°\ CLOSES FA c�i (2)2X10 HDR .2 � 0 f1. ACW3040-3 RSL w {, O00 ��O E O EA In U ^� v ---------- 3 6 - N 4J ------------------- v ------------------- O 4 W ------------------- I P-4----------- ---- --- UPPER DECK w F-4 L) d O STEPS - N N ------------------------------------------------ ------ -- --------------------------------------------------------------------------------- u LOWER DECK ---------------------------- ---------------------------- o �a;:� ISA�a. ---------------------------- I t4 Sc DRAWN: SCALE: JOB#: ld:1 4/25/2019 ra • SHEET NUMBER: 1 ST. FLOOR PLAN SCALE: 114" = 1'-0" 1 -6 10 -6>' s � N��� A-4 SITE DATA: SCTM # 1000-94-01-04 Z DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: rO PROPERTY: 40,769 SQ.FT. 0.936ACRES ` PROPERTY WETLANDS: 14969 SQ.FT. BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES ESTIMATED AREA OF 3000 SQ,FT, H GROUND DISTURBANCE: 1 EXISTING HOUSE: 1701.0 SQ.FT. 6.6% - - ►��) EXISTING SUNROOM: 136.5 SQ.FT. TO REMOVE EXISTING DECK: 238.2 SQ.FT. 0.9% �/1 EXISTING POOL: 720.0 SQ,FT. 2.8% - O PROPOSED SUNROOM: 258.0 SQ.FT. 1.0% 100 CU.YD. 25 CU.YD. PROPOSED DECK ADDITION: 561.3 SQ,FT, 2.2% 6 CU.YD. 2 CU.YD. PROPOSED BALCONY: 68.0 SQ.FT. 0.3% - - PROPOSED POOL PERGOLA: 343.5 SQ.FT. 1.3% 6 CU.YD. 3 CU.YD. EXISTING POOLHOUSE: 628.3 SQ.FT. 2.4% - - EXISTING OUTDOOR SHOWER: 64.0 SQ.FT. 0.3% - - EXISTING SPA: 49.5 SQ.FT. 0.2% EXISTING SURGE TANK: 1200ga1. - EXISTING DRYWELLS: 8'dia,26vf - EXISTING RETAINING WALLS: 112 If - - TOTAL: 4832.3 SQ.FT. 18% 112 CU.YD. 30 CU.YD. O r3 MEETS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19,2018 WELL LLJJ --- DEVLOPED WELL I I I(! CD AW I l 1 1 m 0 HAY BALE OR SILT FENCING I rn v 1� LIMITSDECLEARINGTDBE �• I X •�•r 0 i. ++ NO MORE ED W 20'FROM M � c') O PICATEDDWORKL I UNDEVLOPED W INDICATED ON SITE PUN 1SS.1Dl' iV 12 14 16 18 202 2 EXISTING 6h WOOD STOCKADE FENCE oI E 24 2 28 30 32 34 3638 40 42 44464850 52 56 5860 64 �., CONTROL f C 54 62 i 66; Box I -- -- ----'- ----- -- -- -----.--� --------- O C 64 • 62 - -_______ _ _, S 21')27'20" L - ;;:.1� 1 :EIPCTRICui 1 "r:._ -�f cABIFC Lo y LL I ,I - - CABLE LOCKIN 111... _ ~•� 735_ .�'_____________ v, O 100 FROM TOP OF BLUFF 9'a' I, -yi'--- CAST IRON �,,1 �.,.,✓ O m I SA I 'f - - MANHOLE � 1.J p \DW/ R I" _ '.. , OQO• I� ,f0S O W O 13.0'-- N RWECO SING R 750iBOD xr• ' v`1 m • 59.3 24.8 -PROPOSED' 3- y PATIO Ba �'O• I i -'I •_ L.l I F+:J 1600 SEPT TAN +' �-• ' : O / DECK DI �� �. _ m r i m '� >, ___ in]5 SF PUNTER 62 O 10' O. W 1* U N O EMENSIO �, i co 0.1' _ __ 7.0 wd'I 9dla.x 16'd,P Z oo .Q LEACHING POOL C %/% _ I LOCKING I c LL,1 CA EXISTING PROPOSED,'D 1, SPA PUNTER I CAST IRON /' - O Pr3 LOWER E%ISTING a0'X18'POOL x MAN HOLE 2 F'•1 #.'I I DECK ' cx r 1 tl SE ` -r'%i.' ��• 5 T 1• /I f Q '68.1Y xw 17 2! A•, EXPANSION I I n 5 - POOL I T J 1 PATIOONGMDE q ,C• I md` EX.FIRE PIT I IBJ 4' .o 3 RRIGATION WELL 9n POOL FE EE 1� ' O LONG �_� I IOPED ---- H L PUBLIC DFVLWATTER I S L A N D -40. 3.4'DEEP X 15."COUNTER r v J Z I w/STORAGE BELOW TO BE •' O I '51.8 i INSTALLED ON EXISTING DKK I •Q POOSTING / 8'dle. ©�: S O U N D Y 35.7' � v m ^a EXISTING I ! 23.0' V O LL 1 2 STY HOUSE I • 56.9'an OLEENCE I -r1 SO Q O of ;51.8' .0' I �•. X 1 O CATCH��•. 'rurcr.��.: •, - /i -J Ol 1� ' I BASIN •..�.... j/Baia.\ / \ 8'dla. •••/8'dia� P rT; p� 'm 28.3' I o 14! IIla'e« 1 4d-I rN TEST LE sk �' m \DW_/ \0/ ' \-/ EL.60.5 iG f 10 U/G PROPANE Oe• /B•e,a♦ 1 5 o Ln m TANK ••••a 1 Yt',p 1.._....= rf E I. P D N 100'FROM TOP OF BLUFF O I PUBLIC WATER E.1 ( - �W �,•!'� _ _ WATER N 201214011 W -W_ - - 393.971 METER 62 H DRANT �1 UT111TY P�LE NONTURFF BUFFER WITH PERMISSIBLE VEGATATION AS APPROVED BY TOWN TRUSTEES(SEE CHART) DEVLOPED 1 U PUBLIC WATER (n EXISTING GRAVEL DRIVEWAY " I W m SITE PLANSOUND VIEW AVENUE SCALE: 1" = 30'-0" O DRAWN:� SCALE: 6,E`�'�1 � ;'6 � .:•.�;,� �(� JOB#: top„ IrE ,,J 4/25/2019 SHEET NUMBER: O H E--+ ---------------------------- w E-� a Lj FT __-_-_-_-_-___-_---_---_ FTI IL 0 ■ o ❑ a ❑ a ❑ co 11'7711 11 1 WW Q N 5z I I Ell Lj J l.j IT 0 SOUTH ELEVATION m N ° m m v u SCALE: 3/16" = V-0" ° m as r To u O ° 0 � xlc� Ln U `'' °u 01� � M 0000 v W 00 W as N -- -- P4un x o c r� Lr .,� �..• r-f DRAWN: 1 t ,. tw SCALE: *�• �, JOB#: WEST ELEVATION ,r ��, � ©�'� • 4/25/2019 SCALE: 3/16" = V—O" �� a* ,�� vL23 -4' SHEET NUMBER: A- 1 w F--"1 �yy F� W----------------------------- -- ---------------------- Q z -- -- O ro m 00 -- -- o c m a) CJ O c� � N i' ``• 0 XcIY C wu � IL w � � WR x Ln U r--4 a� rn cn N .0 W NORTH ELEVATION SCALE: 3/16" = 1'-0" w u O U) N d y�+!" DRAWN: SCALE: JOB#: �• �j� �' ®�' 4/25/2019 a+Z233q { SHEET NUMBER: ��N A-2 ------------------------------------- ------------------------------- , 1 1 ----------------------- ;I------------------------I+ 77 Ln O ' #5 REBAR @12"OC -AND-AT-F-TC,.---------- / I 15'-0" 5'-0" I v ------- Q I 00 o LAUNDRY ROOM I I -------------- �^"I RELOCATEWASHER/DRYER/SINK I I O c F-i 1 , . C. A , _ SUNROOM 16'-81/2" 3' 2 /2' " 7'-8CUT OUT OPENING -----' ° FOR DOOR 2'-4" 2'-4" W D I EJECTOR I O "1 ' o -- - ----- - -\,PUMP / - --- O ' � 1 I I I IL 3L4"SUBFLOORo a ; ; ; �, — ; ' X10 DF#2 FJ @16"OC = - -- --- ' - -- r NEW w ING GIRDER , FOUNDATION ; ; ° ; o _QO 1�-�) 6 #5 REBAR OVER w STORAGE(i0 INSULATE) . ' ' ' 1 1 r 0 ( ) ° (D EXISTING SUNROOM FOUNDATION , , ♦pLn STIRRUP @6"OC 8X8X1/2 L-SHAPE .,` HALL I TO BE REMOVED.NEW FOUNDATION P N O STEEL OVER TO BE 8'4"h.(8"DOWN FROM EXISTING)� ; , , . 1 WW OPENING b W . z Lu i Q STAIRWELL d. 8"PC ' , I i U a WALL , STORAGE UNFINISHED 1 0 FT1 Q `�D FINISH WALLS , , , F-�-i F-1 a , b i 2X10 FJ (@16"OC ° V O 4"CONC.SLAB FLUSH DRAIN 1 .AL ROOM + I Z p ' ♦. ♦ ♦. ♦ ♦. ♦. I T- 0-- 0 16"X8"FTG. L0 q , (2)#5 REBAR I t (O t ' CONNECT TO 1 ' DRYWELL 0) O r o 8"CONC.BLK.WALL - - -- - -77771 +' PARTIAL N —B - a N SCALE: 1/4" = 11-011 ; o00 LANDING / / #5 REBAR @12"OC x xI /_/ AND AT FTG. ; To per', , '(2)2X10 ACQ GIRDER' '*-- 65C6 ACQ POST / --- ' ' •-- + O x o 1 1 1 1 I T IIidia.PIER w/ 1 1 + , 1 1 ;, , ---------------- ❑ ❑ ❑ =------___-----Tei__; �'X2'Xl'FTG. U , ' + i �_ ,' '� �. v -- 6'-8" `- --YBELOWGRAD -j ' •---i-' oo t / Q40 I V EXISTI G UPPER DECK / / ; NEW UPPER DECK ; I rn U v o j I t M CA td I , 00 .fl ' N I 1 CV r. O W ANG a o , x 1 N , 1 1 I I I / / EX.,(2)2X10 ACQ GIRDER ,, ; t ,, 1 (2)2X10 ACQ GIRDER ,, ; Q' 7==---- _~�==t=t=-= -__ =z- y=zz�______________=='=�Qc='=� ~ , 1 , 1� 1 1 1 1 ---------- --- , , 1 1 V ❑ _1 _ ' 7_�_l__� ❑ -i - LL�.iRL _;_ _=----- `a_S_la________________I_3__C O _ _ __----------- __________ ___________-------- ---------- ___ _ _____-____ t 1 I I I 1 ' INSTALL(1)2X12 ACQ GIRDER ALONG POSTS FOR LOWER ECK ; P4 ul) '-6' "-6 I , N , 1 1 t 0 H NEW CABLE RAILING 1 1 1 O O ' I EXISTING 2 0 DJs _O I ; :o i (2)2X10 ACQ GIRDER i rx, EX.GIRDER E3 NEW LOWER DECK -- ------------------- ' ' 2X10 ACQ DJ @16"OC � � v , -- '-' -- -- 94 EX.6X6 POST 2X12 ACQ 5X5X1/4 (2)2X10 ACQ ; o —6" �—6, GIRDER J_JTUBE STEEL COLUMN GIRDER x , 1 ' ' 6X6 ACQ POST EX.PIER 16X16 CONC.PIER 12"dia.CONC. ; 12"dia.CONC.PIER i O (4)#5 VERT.REBAR PIER I ; 24"X24"X12"FTG. ; EXISTING 1 3'BELOW GRADE FOUNDATION O ; (TYPICAL) ; �.,� � 24"X24"X12" 24"X24"XI2" 1 , (2}2X10 ACQ GIRDER Q2 2X10 ACQ GIRDEk 12)2X10 ACQ GIRDER I I a a. CONC.FTG. CONC.FTG. 1 „�1 , _-_-_-_-_- - , _, t _____ __ _ 1 ,QI ,__ _ __I ,❑t 1 ________===a_s_�=a =______==-'=3__a t E7 Jv�f DRAWN: -- -- FOUEXI ING NDATION , ,— „ 5'—9" 5'—9" , � JOB#E: PARTIAL SE y ,, ; 4/25/2019 r Q� SHEET NUMBER: SCALE: 1/411 = 11-011 —6 1.NEW DECK(S)TO 1 OCONSTRUCTED-VERIFY HEIG :�'�(� Si FOUNDATIONPLAN CURRENT D TO BE REMOVED AND NEW ONES TO'�vL 1 E16 n _ 1 n ON OOR PLAN. -... . SCALE: 1/4" = l'-O" +,.,, A- 3 2.CONCRETE WALL TO BE 8"THICK,DAMPPROOF EXTERIOR TO CODE. v , ,38 -4" 17'—01/2" J J J J r - - - - - - - - - - - - - - - - - - J J . J BALCONY ABOVE 1 REMOVE RIM JOIST AS REQ. cD J r ( \ y r 1 AT CANTILEVER.NEW JOISTS HOSE 1 TO BE INSTALLED AS INDICATED. BIB INSTALL SOLID BLOCKING ( F� BETWEEN EACH JOIST v , O , I r^ I V L I 1 ACW3060-3 RSL X -- _--_ ' O N ly m ___ ___ (2)2XIOHDR H ___-_____ ---------' In J EXERCISE ROOM BEDROOM No. 1 _ -------- LIVING ROOM I I X W I I N po I 1 m 1 1 1 1 N _ _ _ _ _ - I I 1 > 1 I -- I II 1 1 -- BLT. 1 W IN 1 I I � O� CLERESTORY ABOVE O 1 1 0 H Z a ' SUN ROOM g a 1`a ~ z I - - - - - - V'H W HALL •------------------------------------------------------------ RE-BUILD mZ CATHEDRAL CEILING '� d-_ W O PROVIDE ELECTRIC SHADES p U N m m w Q •----------+ m 6' (�]i i----I 1 1 Q 0 [~� 1 I �� 1 1 N ui � BATH I o U o BATH 6r; 1 1 ' 1 1 No. 2 48. O 1---------- •----------, BEDROOM No. 2 I 1 1 RELOCATED i ; w O KITCHEN o TV ROOM _ 1 I X p a ENTRY �W o ' V'- U f- N UTILITY 1 I ------------ C 4 c`nn m (vo o / \ cLozEr 1 ON Lo (2)2X10 HDR a-, �� v O. ACW3040-3 RSL O � w n 1 cf) +, 4 .- It) U E °' cn •,� ------------------- �.-- cn 00 --------------------- ------ ------------------ N v c W -<< ------------------- I � ------------- ----- UPPER DECK w H O cn STEPS - N 0I ----------------------------------------- ---------------------------------------- N y --------------------------------------------------------------------------------- 1> 4 U LOWER DECK ---------------------------- ---------------------------- o .. / -Ar", DRAWN: SCALE: JOB#: 4/25/2019 A SHEET NUMBER: 1 ST. FLOOR PLAN 1 10'-6" a. �� SCALE: 1/4" = 1'-0'/ *. ��, �Lz23 ;` A-4 '�F QF NS- H w F--i A �y "v I I I I I I i I I_i r------------------------------------------- ------------------------------------------- --- -------- ----------------------- ------------------------------------------------------ I 1 I I I I ' r----------------------------� ------------------------------- ,--- ---------------------------------------------------------------------------------- I 1 I I 1 1 1 I I I I - - - - - - - - - - - - - - - 7 I I 11 1 I I I I I ----- ' I II II II I ' _____ -----------___ _ _____i ___-_ I ---- ' I ' I t I I I 11 I I I 1 1 I-1 � L___ f 1 I 1 I I I I I 1 1 W B1 i I I I I I II B (J I I I I I I 11 I I I i I I 1 1 I I I N I I 1 > I 1 I 1 1 I I I 1 1 LL ' � A�� I I 1 100 X I I O U Ir-___---, I II Ii N II 1 III1 II II II 11 r---------'--------------------------'"-------------------------� 11I I1 I O L II II II II II II I r-----------------------------------------------------------� ' II II un O I I I I I I I I I I I I I 1 1 I I I I I I I i t i i i i 1-3/4X11-7/8 ML RIDGE I I I I I I 1 `----------------------------------------------------------- ' I I I I I I I I I I I I I I I I -------------------------------------------------------------- I --------------------- C) v 1 12 1 I I 1 1 I 1 1 1 I I I I I I I I I 4 I I I V I 1 I I 1 I I I I I ✓ � � 1 1 I I I I I I I I I i I I I p I I 1 I I I I 1 I I 17I I 1 P4 1 1 I I O t 3-+ Lll t i i I I m C X I I I I 1 I I I I X 11 y p �( .� 1 I I f I I I I I I I 1 1 I l r� 1 I I I I I I I I I I I Ln U ('n 1 1 I I I I 11 I I '- I 1 I I 1 I I I I I I I I 00 1 I i I I I I I I I I I N I1---- ------------ ---------- ---------- ------------------------------------------------ -- ----------- I O -------- -------------, --- ----------- ----------- ---------- ------------------------------------------------- I ------------------------------- I ^C II I 11 II II � I I I II II I W It , I II 11 _________ _______J ' NEW SUNROOM ROOF U O CAA 1. REMOVE SUNROOM AND INSTALL NEW ROOF AS SHOWN.NEW CLEARESTORY 8. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING � TO BE CONSTRUCTED.ADD ADDITIONAL RAFTERS AS INDICATED.EXISTING ROOF MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. TO BE REMOVED AND REPLACED WITH NEW ROOFING,UNDERLAYMENT,etc. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING ISCOMPLETE. x GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 9• INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. (J (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT (A FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. (\V—+)E PROJECT NORTH R00F PLANPER CODE. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOTCUTTING INTO SHINGLE SURFACE. SCALE: 1/4" = V-O" 4. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 10. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA DIRECTLY TO THE DECK ALONG EAVES. RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ CONCEAL VENT. 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 11. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. A p sr M a `rD �ti iy Cq`� DRAWN: 0SCALE: HOUSE ROOF PLAN 4 JOB 4/25/2019 SCALE: 1/4 — l'-O" `���. SHEET NUMBER: >s 1.0 ,/ A-5 � O� N� W w Q w t i w i t't k., - 1 �w �u i IV u CJI t 1 : , { w s as�wr�i x v solid -71 46w, _ w U '.w. .�; .. .. _ T , x � A sa, , .... .Y •.�:...,;:"y,A,,,;m.�E"'�`•.. � ..+�.z, � ,--;, -.ds« -'. •• ,., `'"" 'f""•�' ;` ^v-Heir-. �.- s.''a�4•. ... ..., d" '+�; .a. O c—+ m ai r= O x o v cc v N < s it a 1 � Y r ° ' f sf " i 7 , t . J i �k �q k DRAWN: r SCALE: JOB#: 10/14/2019 SHEET NUMBER: A- 1 ------------------------------------- � 1 , I 1 , ------- --------------------- I , ' ' 1 (I------------------------I+ h---1 I 1 1 1 r I 1 77 1 W I ' O ' I #5 REBAR @12110CSTORAG STORAGE STORAGE HALL I I I r _ _' ___-AND-AT FTG------------------ 5'.0" 5'.0' _____ ------------+ 5'-0" 5'O" I rTl 1 1 I d + v o G D• d + o e 3'-0" O 45min FIRE RATED ° I 11 " 2'-9" ' 0) ^ DOOR PER CODE 1 1 ' • ' 6'-4 6'-4 6'-4 4'-1" O I 1 00 0 ` � 1 LAUNDRY ROOM Iml -I m ' 1 1 1 -------------- -• RELOCATE WASHER/DRYER/SINK 1 1 • D� d • O 16'-81/2" 3' 2' 7'-8// CUT OUT OPENING --------- ---- ------ --- --- FOR DOOR I p 1 1 2'-4" 2'-4" W D I EJECTOR I O C i I o f a -�:PUMP / - -- f � - 1 i 1 i -__ - __ _ _________ - -- - - - NEW -- ,-- ;- W � -- _ -; -- - - - ' -- FOUNDATION s o Lt STORAGE CIO INSULATE) o ' HALL EXISTING SUNROOM FOUNDATION I Jp d Q Q 'GA- RAGE _ __ __ __ __ __ __ + m TO BE REMOVED.NEW FOUNDATION D ' •- N O 'GARAGE ' TO BE 8'4"h.(8"DOWN FROM EXISTING) • LU I i- -- -- -- -- -- -- -- -- -- -- -^ -- -- -- -- a I I I I--1 W EXISTING BOTTOM OF SOFFIT(UNFINISHED) � I EXISTING BOTTOM OF SOFFIT(UNFINISHED) I"'- TO FINISHED FLOOR IS 6'-1 1/2" ; ' TO FINISHED FLOOR IS 6'-1 1/2" ' 3'-O" ' UNFINISHED 4 •---- ----------- -- •--- - - ---- -- -- - ' ' 1r�111 c CIO 1 1 1 I 1 1 I D 1 I STORAGE , 2X10 F1 X0116"oc In F' MECHANICAL ROOM FINISH WALLS I Z 1 1 1 1 1 1 I 1 I I 1 1 1 I L I - 1 1 1 1 I 1 1 1 1 O 1 I I 1 1 1 1 I 8"CONC.BLK.WALL . v .v '. v 4 p .v • ' c-a i 6X6 ACQ POST -------•-------------------- N' M , O ' 16X16 PIER w/= ' o O LANDING ' / #5 REBAR @12"OC i � v 2'X2'Xl'FTG. ; x ; AND AT FTG. v '�,ITELO�V GRADE I "-, - l I o c) r-1 _L_(2)2X10 ACQ GIRDED,i`--5'((6 ACQ POST , -'' 6X6 ACQ POST i N O 7�. �4 X12-dia.PIER w/ , ------------------------------------------------------------------------ ---' Q -------__ � , � 16X16.PIER W/ x o L'X2'Xl'FTG. ' ! ' P. R't (R) m --1--------------Tsi__+ V 2'X2'Xl'FTG. �" LIr +• -- 4'-5" 6'-8" `-i--J'BELOW GRAD 3'BELOWGR.ADEca cu •-- i-' 'rJ Z I cc - ,00 m � a /1 9 1 0 N -'4 EXISTING UPPER DECK ; NEW UPPER DECKt of ; I U 00 a; 6X6 ACQ POST.ANCHOR TO 01 c"I a NEW CONC.RETAINING WALL ; °J i ao ; \ 4 W ' 6X6 ACQ POST N ; M 12"dia.PIER w/ 1 2'X2'Xi'FTG. DRIVEWAY 3'BELOW GRADE W 1 I I / �i EX.i(2)2X10 ACQ IR6- 1 1 - (2)2X10 ACQ GIRDER , i [� / /__-C 1-L_C--- --__.__5_2- =2-1�------- G Z L /-�--/= 1 1 1 ,�1 1 ` ,- --±-----------`- -±••--••_--__---------_------_.._`-- -,`__ -;----------------,-_ INSTALL(1)2X12 ACQ GIRDER ALONG POSTS FOR LOWER ECK 6X6 ACQ POST ; - ; 6X6 ACQ POST 16X16 PIER w/ 16X16 PIER w/ ,� O N 1 1 L --• 1 2'X2'Xl'FTG. , L___, , 2'X2'Xl'FTG. , L 3'BELOW GRADE ------- T BELOW GRADE ' v ' ' O _ i ----- i (2)2X10 ACQ GIRDER ------- i 1 p NEW LOWER DECK `_-'=3�`-' -- ----- '_ 1 V ' EEL COLUMNS TO CONTINUE T IER Q' (AT GRADE LEVEL+/-). SECURE COLUMS ITH � x N ' 1OX10(min)BASE PLATE WITH(4)1-BOLTS,N VASHEPS, _ ' 6X6 ACQ POST ; NUTS.ALL CONNECTIONS TO BE PRIMED OR i 12"dia.CONC.PIER ' STAINLESS STEEL,INCLUDING ANCHORS. O 24"X24"X12"FTG. ; 16X16 PIERS TO HAVE(4)#5 VERTICLE REB R, 1 3'BELOW GRADE CONTINUE TO FOOTING. r ' (TYPICAL) 1 (2]2X10 ACQ GIRDEk (2}2X10 ACQ GIRDEk (2)2X10 ACQ GIpdCR `+, I tom-==t----- ====t= *____�-____�__'1�==-=-----=-1-:--d 1 ?° f "''ex 1�y1.1�1 1 - - ----- -� 1 Q 1 1 k J q ,'1 l I- ---------- � ----=I-- 1 p. 1./N'1 YY ASI: 5'—g„ L- -' S'—g" -• 5'—g„ a� . f .Y `y, 'SCALE: - - I ' ' !;* JOB#: 18'-6” 10'-611 10/14/2019 ' . ,; SHEET NUMBER: 1.NEW DECK(S)TO BE CONSTRUCTED-VERIFY HEIGHTS.EXISTING STAIRS TO €; N G CURRENT DECK TO BE REMOVED AND NEW ONES TO BE BUILT AS INDICATED ON 1ST.FLOOR PLAN. A-2 2.CONCRETE WALL TO BE 8"THICK,DAMPPROOF EXTERIOR TO CODE. 3.FOOTING TO BE MIN.T BELOW GRADE.FOOTING TO BE 16"X8"w/(2)#5 REBAR ^ \ 17'-01/2" J J J J r - - - - - - - - - - - - - — __j �ll BALCONY ABOVE <J J ( y r J ( r J REMOVE RIM JOIST AS REQ. co J y 1 \ J O AT CANTILEVER.NEW JOISTS I HOSE I TO BE INSTALLED AS INDICATED. d BIB I INSTALL SOLID BLOCKING _ `� `� r BETWEEN EACH JOIST '— Ov ; 1 w I ACW3060-3 RSL 00x ----- ------ N O L^ � m __ _ _ (2)2X10 HDR !� --- ----- II O EXERCISE ROOM BEDROOM No. 1 --- -- -- i i ----------- ------- _-----__---- - LIVING ROOM x N II � i dw N oa --------- ' m II 1 1 '- - - - - - - - - - - --- -- I I 1 _ _ 1 ----- II + __ II i __ _-_--- 1 - 1 1 II ' - 1 1 BLT. -------------------------------------------------------------- II 1 1 I 1 IN CLERESTORY ABOVE O Z K C) 1 1 IY O SUN ROOM 6 Lu --------------------------------------------------- ' RE-BUILD `^w 2HALL ` wCATHEDRAL CEILING :o W j3a 7a PROVIDE ELECTRIC SHADES Q o W p Q " N Q m 6" I ---- ---------- 1 Q 0 r-, BATH No. 1 t 1 I 1 O • I ' ' ' nom. O BATH O t No. 2BEDROOM --------- 48" , O. � 1 1 RELOCATED i W ILI O KITCHEN 1 o TV ROOM 1 1 w I 1 O Lu 1 1 X o 1 1 N m ENTRY N UTILITY `----------' Q O C \ / CLOSET (2)2X10 HDR � v ----- X u O m ++ ACW3040-3 RSL v 5X5X1/4 TUBE STEEL x o N - 71 COLUOXOOSX�) --IN TOBE --- - N Ln --HS5��C6 HSS -STEft6+Rf>ER----- ------------------------------------------------- ._ . -------- ---------- ,----------------------- ` --------------------------- .. ---------- --------- --------- ---- HSS 5X6X1/4 TUBE STEEL GIRDERko I I t ww I I I I t1� V _ 1 p p O I I 1 1 '• ....i N ---------- ( Q oo LU I �2X8IPE PJP16"OC I i W w I O c w ------_-"----------- �I 1 I t0 A ..I O W I I s UPPER DECK u u a M I 1X10 IPE LO ERS -_-- - ' w w w t i iIi„ w I ------------------- . a t�i . . i� RETRACTABLE SHADE a m N w i i i i w (BY OTHERS) w HS 5X6 1/4 TUBE STEEL GIRDER H x H t 11 ;oI I I F- H I I W x XI I H I tX x X I 1 I I X X ~ N ,2X8 IPE P1 P16"OC '^i i i I i`^ '^ I V Cuj L O 1 I N I I I I N 1 I P e 5X5X1/4 TUBE STEEL i ' ' 00 STEPS COLUMN,BOX IN TO BE I ------------------ - ------------ ----------- ----------------- --------- I I N 10X10 O.S. "P) i i : N f"-" _ _ _ _I HSS 5X_6X1/4 TUBE STEEL GIRDER _ _ _ _ C., --- ------------------------- ----------------------------- 11'-5" cE 8'-91/4" 8'-91/4" 10'-7" �I U BOX OUT ALL ACQ BEAMS TO BE 10X10 ANK PLATE AROUND GIRDERS WITH 2X ACQ (RIP TO 7-3/4)AND WRAPPED WITH 1X10 IPE(ALL 4 SIDES).FLASH AS REQUIRED. ----- PLATE COLUMNS WITH 5/4ACQ AND ---------------------------- WRAP WITH 1X10 IPE. LOWER DECK -------- ------------------- ALL STEEL TO BE WELDED TOGETHER. E'BQ - O COLUMNS TO ANCHOR TO PIER BELOW I "y ---------------------------- ------.odr rl FINISH DETAILS(COUNTER,SEATING,etc. SEE LANDSCAPE ARCHITECT UC REF � � �� + ' DRAWN: f IGC �� aI"'t SCALE: JOB#: p4�.. 10/14/2019 ' SHEET NUMBER: 1ST. FLOOR PLAN 18'-6" 1 -6" ,, ��� ��� ; SCALE: 1/4" = 1'-0" " ° ---- A- 3 CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT O GROUNC WIND SEISMIC FROST WINTE ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION D ETA I L D RAW I N G S SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNRE REQUIRED HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP- REQUIRED MODERATE SLIGHT TO FTS 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE w USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX, 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# y y_ KING STUDS C APAC ITV. --` STI 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL W� CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 O AND ASTM D 1557). COMPACT THE SOIL AT 12-LIFTS(TYPICAL).CONTRACTOR TO HAVE RAFTER CRIPPLE STUD FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER ft I RIDGE HEADER O DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. z RAFTER JACK STUDS All fasteners,hangers and anchors to be galvinized or stainless steel. /1 _ E IZI �0 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored 14,P into Concrete with a minimum 1R"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3).Posit supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAILING 1LOCATIONJUSPNUMBER1 DESCRIPTION APPLICATION2x6-2x8 LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY 70 EACH CRIPPLE STU 4).Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers 1-i/2"SPACE and nuts at 16"o.c. MINIMUM T__ 6).Concrete piers shall be a minimum 6"above grade. f Y HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored to girder(s). RANTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal O POST for any contact with ACQ. TOP PLATE W W z BALUSTERS TOP PLATE ( 1 WALL SPRIM/DECKJOIST C HANDRAIL NOTES: O UD g q WALL STUD All required handrails shall be of one of the following types OPEN BALUSTER ATTACHED TO WALL rr�T11 r� 0 or provided equivalent graspability. W Q + HANDRAIL CONNECTION RAFTER TO PLATEISTUD CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I.Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater � OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTEKIPLATE RTI 5 TYDOWN ANCHOR CONNECT EACH than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 Inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHOR CONNECT TO RAFTER TO PLAT POST-TO-DECK CONNECTION g g EACH RAFTER than 6.1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVEL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type 11.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 Inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 Inch within 7/8 inch below the widest portion of the 4"DIA.MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1.3/4 Inches below the tallest portion of the profile.The minimum width of the CD GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a e•-1 ++ �+ ° maximum of 2-3/4 inches.Edges shall have a minimumCV t(U., i,•, JOIST POST/COLUMN o a radius of 0.01 Inches. � m 41 0 POST/COLUMN XO Lr) r^ICU NAILING SCHEDULE = t') O GIRDER/HEADER oor SHEATHING, O N ILO JOINT DESCRIPTION N�AII SPACING NOTES POST-TO-GIRDER/HEADER CONNECTIONAS PER TABLE 3.8 Opp 01 1 O LOCATION USP NUMBER STRUCTURAL PANEL 8d DESCRIPTION APPLICATION WFCM-SBC g \ 4.4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN O 1 sV+ ¢ DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: id V LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDERMEADER CONNECTION �+ a,, HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN JOINT DESCRIPTION NAIL NAIL NOTES "� � ^1+ U JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH 101 USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS QTY. SPACINGU N +. RAFTER TO 8'WALL:3-8d COMMOIN EACH TOE-NAIL a,\TOP PLATE 10'WALL:4-8d COMMO RAFTER Ed CEILING JOIST 8'WALL:3-8d COMMOI, EACH N N TO TOP PLATE 10'WALL:4 -8d COMMO JOIST TOE-NAIL W 3 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE +(� o STU PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM_SBC LAP NAIL o •• COLLAR TIE AS PER TABLE 3.4 EACH FACE � TO RAFTER WFCM•SBC END NAIL W ° WOOD JOIST BLOCKING 2_8d COMMON EACH TOE TO RAFTER END NAIL LEDGER I I •.•+•• RIM BOARD 2-16d COMMON EACH END V ° GIRDER/HEADER I I CONCRETE PIER TO RAFTER END NAIL WOOD JOIST •.+'• O WOOD JOIST WALL FRAMING: ••s JOINT DESCRIPTION NAY SPACING NAIL NOTES FLUSH JOISTS WITH HEADER/GiRDER DOUBLE 2x TOP PLATE TO PER 2. COMMO FACE NAIL CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH (MINIMUM) TOP PLATE FOOT I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE N LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. 1 OR BEAM 4.16d COMMO IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL E TO ALLOW FOR SHRINKAGE. ROD II (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE REQUIRED I I STUD 2-16d COMMO O.C. NAIL FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"OC FACE 16d COMMON HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER �i TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TOP PIECE R SIDING AND PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT FACE NAIL 1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT END JOIST OR BLOCKING CONNECTED TO BLDG.@16"OC gIbNG� MINIMUM POST DECK FRAMING: I'd )THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES aOLTS QTY. SPACING P844 POST 101ST TO: PER TOE ANCHOR ia. 4.8d COMMO FLOOR FRAMING PIER MINIM M s SILL,TOP PLATE OR GIRDER JOIST NAIL IF O IW y ••ti" 72xJOISTS °•• o '°-END ANC: ° BRIDGING EACH TOE --coNc.sue ���4 •o`• 12"x12"x12" 2-8d COMMO � ) 9 o y;p •"i�; CONCRETE FOOTING .•+ ."+� TO JOIST END NAIL BLOCKING FOR ke ;:,4 s"• s"• BLOCKING EACH TOE JOIST HANGER 2.8d COMMO TO JOIST END NAIL LAG BO p �"CONC. ;fes! PER PLADEC N BLOCKING TO: EACH TOE 3'-0 4-•PIE0. '• 3-16d COMMO • HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK IL RIM JOIST/BD. a tit 4"• r t t SIMPSON STRONG TiE MODEL STRR1/2 LEDGER STRIP EACH,` +SFA *, , 4 44 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION T( BEAM 3•16d COMMO JOI ; ,`,, All A�� 5 DRAWN: LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER 3-8d COMMO ,APER 1 T`OES :`r } y SCALE: 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTIN TO BEAM LTi) Arh s7JtiL�'2' ' r *.'04 DECK/PORCH LEDGER CONNECTION Y,v n e•, JOB 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTIN BAND JOIST 3-16d COMMA"uPEa �t1�rC" n fi � TO JOIST t S N7SIL r �' 10/14/2019 BAND JOIST TO: 2.16d COM ERS p SILL OR TOP PLATE rf.{ � ('�'E'I iA ' SHEET NUMBER: •'�' {wt' �thy.x // i•',^`rh�V b 74 51/ "C1 &A A4 REVISIONS: ------------------------------------- I 1 1 1 1 I , ----------------------- 1 1 1 1 I 1 1 1 1 I 1 1 1 I 1 BENCH BLT.INS 1 p SHELVES! Lr) 1 #5 REBAR @12"OC STORAGE STORAGE STORAGE HALL 1 I I 5'-0" " I - -� --- AND AT FTG------------------- 5'-0" 1 1 I 3'.0" 1 ' 1 n ((�� I 45min FIRE RATED ° ' 11 " 2'—.7" '-1� ' 1 1 DOOR PER CODE I ° I 6'-4 6'-4 6'-4 4'-1„ IqI 00 o LAUNDRY ROOMIMI ° 1 1 (D LL RELOCATE WASHER/DRYER/SINK 1 I _ 1 r • , ° --- ---- CUT OUT OPENING 1 1 2'-4" 2'-4" FOR DOOR p ------ -------------- ----- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1 I I I • I r1 a 1 1 ' W/D I EJECTOR 1 O �j ' oPLO f i , i I11 (STACK) ------- •- --1,PUMP „- ---+ `vft .,,..•.,. i �o i i ° i 'zi 1 1 O :T - I I I -- -- -- - •- -- ' - - STORAGE o TWA � STORAGE USE r FINISHED&CONDITIONED I 1 iO d -- -- -- -- - -- --1GARAkit -- -- -- -- -- -- , m / ` 7lOCLG.HT. p I i i p N O O -- - - 45O,n FP E CO EE °w i I i i O -2 /2 G. Lu l I I I ---- ----------- --- ----------------------- 3'0" ' STORAGE FINISH WALLS D 1 1 1 1 •- -T---' � 2X10 FJ Ca16"OC R�IECHANICAL ROOM T---- ®___, o I 1 1 1 I D 1 1 1 1 1 I 1 1 1 / 1 • I CL .HT i 0) d- 1 1 1 1 Or D I 8"CONC.BLK.WALL - - - ' W . p . D 4 .p .v . •° 1 6X6 ACQ POST ; -,v I/ ----------------------------- V1 ' 16X16 PIER w/= ' o O LANDING 1 #5 REBAR @12 OC ZD I I 2'X2'X1'FTG. ; x ' , AND AT FTG. O i N rrIIELOWGRADBI �----a@ i 'i-_ i riACQ 1 I r7 0 AC 2X1Q GIRDER11 '16�C6X6 6 ACQ POST _- 1 POST ----------------------------------------------------------------------- - ' r 1 1 1��-,-___----- ----;Il 112"dia.PIER,,,/ 1 1 16X16.PIER w/ •- -' ' ,��--t---------- 'P'X2'X1'FTG. 1.1 11 •- -i 2'X2'Xl'FTG. _ 4'-5" • 6'-8" `-i--3'BELOW GRAD 0 / •-- -r' 3'BELOW GRADE •-- -1-' > 10'-7f, U O ' I O 1 Q O E••1 1 � I HT1 rn EXISTING UPPER DECK ; NEW UPPER DECK — F'+-1 k H ,f x 11 -1 N / p U 6X6 ACQ POST.ANCHOR TO i /' ' NEW CONC.RETAINING WALL 6X6 ACQ POST N ; ' 12"dia.PIER w/ 1 DRIVEWAY 2'x2'x1'FTG. rl. 3'BELOW GRADE ' i i 1 -`i- EX.i(2)2X10 ACQ GIRDER - i i )2X10 ACQ GIRDER �Z____I___G 1 1 1 J�-�-_/1 ���------��►i=-F--- - ---? S„ �- l� --------------'----G-'-� 1 ,• --,_- - -T- -�-- -- -�- --I -- - - ,-- -- -�_- ---- -I- ---I- --I- , '•r INSTALL(1)2X12 ACQ GIRDER ALONG POSTS FOR LOWER DECK ' o " 17'-61/2" 10'-711 ~ 6X6 ACQ POST cV 6X6 ACQ POST I t 1 1 1 1 I I 1 M ' "a ' ' 16X16 PIERX2X1'FTG.w/ 1 16X16 PIER w/ a (O ' '' ' ' 2'X2'Xl'FTG. all ' 1 •�--� 1 2' r •---• r 1 •--ar , `-'----' ----r 3'BELOW GRADE -- + h o� ch ,.P, -'3'BELOW GRADE `- `' � ��O � x o ' 1 1 (2)2X10 ACQ GIRDER Ln r 1 l O l 1 ----- 1 l Q � ^p NEW LOWER DECK c_='=�--G='===------ --- -='=awe- ------------- c' we- �-`-- - --------- -----p- --; o r, 6 EEL COLUMNS TO CONTINUE T IER N , (AT GRADE LEVEL+/-). SECURE COLUMS ITH U c�ri r) 1 � 1OX10(min)BASE PLATE WITH(4)J-BOLTS,N VASHERS, •a as 1 6X6 ACQ POST I NUTS.ALL CONNECTIONS TO BE PRIMED R O NQj 1 12"dia.CONC.PIER ' STAINLESS STEEL,INCLUDING ANCHORS. 1 •O W 24"X24"X12"FTG. ; 16X16 PIERS TO HAVE(4)#5 VERTICLE REBY R, T BELOW GRADE ' CONTINUE TO FOOTING. (TYPICAL) ; (2)2X10 ACQ GIRDEk (2)2X10 ACQ GIRDER (2)2X10 ACQ GIRdER i r z-F----------F= 51-911 -- 5-9,1 51_91, 18'-6" 10'-6" V 1.NEW DECK(S)TO BE CONSTRUCTED-VERIFY HEIGHTS,EXISTING STAIRS TO CA CURRENT DECK TO BE REMOVED AND NEW ONES TO BE BUILT AS INDICATED Q' ON 1ST.FLOOR PLAN. 2.CONCRETE WALL TO BE 8"THICK,DAMPPROOF EXTERIOR TO CODE. Emu, H 3.FOOTING TO BE MIN.3'BELOW GRADE.FOOTING TO BE 16"X8"w/(2)#5 REBAR r ; ' " DRAWN: MH/MS SCALE: 1/4"-1'-0,. NOV 2 5 2019 '° c ," JOB#: 0 f.+LMonday,November 25,2 019 "jz ,b r" SHEET NUMBER: '^ v V ' 1 NA-6 L"Ifl'NT,rll'�'r?APlrf.,